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HomeMy WebLinkAbout2019 - US 1 Indian River Multimodal Corridor Study Final Report March 20192019  FDOT PM: MIRA SKORODEN  FDOT FM No. 432783‐2‐12‐01  SR 5/US 1 Multimodal Corridor Study    Indian River County  SR 5/US 1 MULTIMODAL CORRIDOR STUDY             INDIAN RIVER COUNTY  1  SR 5/US 1 MULTIMODAL CORRIDOR STUDY  FOR  INDIAN RIVER COUNTY  FM No. 432783‐2‐12‐01  Final Report  Prepared by: CTS Engineering, Inc.  Date: March 2019  SR 5/US 1 MULTIMODAL CORRIDOR STUDY             INDIAN RIVER COUNTY  2  TABLE OF CONTENTS EXECUTIVE SUMMARY .................................................................................................................................. 3  INTRODUCTION ............................................................................................................................................. 4  METHODOLOGY ............................................................................................................................................ 6  Section 1: Baseline Assessment, Issues and Opportunities  CORRIDOR PROFILE .................................................................................................................................... 1‐5  PLANS AND POLICY REVIEW ..................................................................................................................... 1‐58  SUMMARY OF CHALLENGES AND OPPORTUNTIES………………………………………………………………………………1‐68  Section 2: Recommendations and Strategies  STAKEHOLDER PARTICIPATION .................................................................................................................. 2‐4  CORRIDOR‐WIDE RECOMMENDATIONS AND STRATEGIES ....................................................................... 2‐4  SITE‐SPECIFIC RECOMMENDATIONS ........................................................................................................ 2‐21  Section 3: Project Prioritization and Implementation  PRIORITIZATION MEASURES ...................................................................................................................... 3‐2  PRIORITY SEGMENTS .................................................................................................................................. 3‐5  PROJECT IMPLEMENTATION ...................................................................................................................... 3‐6  List of Figures  FIGURE 1: SR 5/US 1 MULTIMODAL CORRIDOR STUDY AREA ...................................................................... 5  FIGURE 2: STUDY APPROACH ........................................................................................................................ 6  Appendices  APPENDIX A – STUDY ADVISORY COMMITTEE MEMBERS  APPENDIX B – SUMMARY OF TURNING MOVEMENT COUNTS  APPENDIX C – INTERSECTION FIELD REVIEW PHOTOGRAPHS  APPENDIX D – BUS TRANSIT STOP FIELD REVIEW PHOTOGRAPHS  APPENDIX E – CRASH ANALYSIS REPORTING SYSTEM (CARS) SUMMARY  APPENDIX F – MULTIMODAL QUALITY/LEVEL OF SERVICE (Q/LOS) APPENDIX G – PROJECT RECOMMENDATIONS WITH COST ESTIMATES  APPENDIX H – SUMMARY OF STAKEHOLDER COMMENTS  APPENDIX I – SYSTEMWIDE PROVISIONAL CONTEXT CLASSIFICATION MAPS  SR 5/US 1 MULTIMODAL CORRIDOR STUDY             INDIAN RIVER COUNTY  3  EXECUTIVE SUMMARY  The US 1 corridor runs north to south in Indian River County, stretching approximately 22.3 miles along  the Treasure Coast of Florida with land uses varying from undeveloped coastal scrub, suburban residential  subdivisions, strip center and big‐box commercial development, and downtown main‐street areas. The  roadway typical section varies from 4 and 6 lane sections with a mixture of urban, suburban, and rural  design treatments. The US 1 corridor serves as a primary north and south arterial connection for coastal  communities in Indian River, Martin and St. Lucie counties.   This corridor study serves as an integral part of the transportation planning process, helping to support  the  goals  and  objectives  at  state  and  regional  levels,  as  well as  the  vision  for  the  corridor  by  the  communities in Indian River county along US 1. Municipal jurisdictions along the corridor include the City  of Sebastian, the City of Vero Beach, along with unincorporated communities and census designated  places. A US 1 corridor Study Advisory Committee was created that included staff from the Indian River  County Metropolitan Planning Organization (MPO), the City of Vero Beach, the City of Sebastian, the  Indian River County School District, and internal FDOT District staff during the study.  The  recommendations  and  strategies  presented  in  this  corridor  study  are  based  on  challenges  and  opportunities identified in the baseline assessment. Planning‐level project recommendations include  safety, operational, capacity, and multimodal improvements, which may require additional phases of  development such as Project Development and Environmental (PD&E) or Design, additional studies, or  further coordination, to be considered for implementation. In addition to the planning‐level project  recommendations, potential strategies for broader efforts involving agencies at the local and county‐level,  transportation management, and coordination with existing FDOT programs are included. As corridor‐ level transportation management strategies are further developed, effects on parallel arterials and streets  are important considerations.   SR 5/US 1 MULTIMODAL CORRIDOR STUDY                                           INDIAN RIVER COUNTY     4    INTRODUCTION  The Florida Department of Transportation (FDOT) District Four performed a multimodal corridor retrofit  study along US 1 from the St. Lucie County line to the Brevard County line, as identified in the Indian River  County Metropolitan Planning Organization’s (MPO) Unified Planning Work Program (UPWP). An aerial  map of the roadway segment along US 1 in Indian River County is presented in Figure 1.   The 2040 Regional Long‐Range Transportation Plans (LRTP) of the Treasure Coast Transportation Council  (TCTC) prioritized the US 1 Multimodal Corridor Retrofit study for Martin, St. Lucie, and Indian River  counties as the number 3 regional roadway need, with limits defined as the section of US 1 from south of  Cove Road in Port Salerno to the Brevard County line. Additionally, the US 1 Multimodal Corridor Retrofit  study was ranked number 2 on the list of top 10 roadway projects for freight needs and priorities. The US  1 Multimodal Corridor Retrofit study for Martin and St. Lucie counties took place from 2014 to 2015,  which had limits defined as from the section of US 1 from south of Cove Road in Port Salerno to north of  Juanita Avenue in Fort Pierce.   The purpose of this study is to evaluate existing needs along the US 1 corridor in Indian River County, and  provide recommendations that focus on balancing enhancements to existing roadway traffic conditions  for vehicles with increasing non‐automobile mobility options and enhancements to existing and potential  multimodal  transportation  facilities.  In  addition,  this  study  intends  to  help  meet  regional  and  local  planning objectives identified in the Indian River County MPO’s UPWP and LRTP, the Treasure Coast  Transportation Council’s RLRTP, as well as local municipality’s comprehensive plans and  community  visioning documents.   The study was conducted primarily over the course of 2018, with data collection and analysis taking place  over the late‐spring through summer, and preliminary recommendations developed and presented to  stakeholders in late‐September and early‐October. Based on stakeholder feedback, recommendations  were refined and prioritized with cost‐estimates, and shared with stakeholders again in late‐November.  The final report was drafted and finalized in early 2019, and an informational briefing was presented to  the Indian River County MPO Board in February of 2019.   SR 5/US 1 MULTIMODAL CORRIDOR STUDY                                           INDIAN RIVER COUNTY     5    FIGURE 1: SR 5/US 1 MULTIMODAL CORRIDOR STUDY AREA  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                                           INDIAN RIVER COUNTY     6    METHODOLOGY  First, a review of the existing conditions took place to establish a baseline assessment of issues and  opportunities along the corridor, as well as identify corridor focus areas and additional data needs.  Additional data was obtained through on‐site field reviews, traffic volume data collection, multimodal  reviews  and  transit  reviews,  as  well  as  data  mining.  Throughout  this  study  there  was  continued  coordination with the identified local and regional stakeholders, which made up the Study Advisory  Committee. Participating stakeholders are listed in Appendix A. Preliminary recommendations and urban  design strategies were then determined based on short‐term and long‐term feasibility. Finally, cost  estimates were applied to the project recommendations and an implementation schedule was developed.   Figure 2 below shows the various components to the study approach taken.     FIGURE 2: STUDY APPROACH    The remainder of the report is organized into three sections: Section 1 identifies baseline issues and  opportunities within the corridor, Section 2 presents the recommendations and strategies with planning‐ level cost estimates, and Section 3 provides the prioritization method used to implement the projects and  strategies. Appendices are included depicting the results of the data collection, final recommendations,  as well as supporting details for stakeholder coordination.           Indian River County  SR 5/US 1 Multimodal Corridor Study        Section 1  Baseline Assessment, Challenges & Opportunities  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐2    SECTION CONTENTS    1  BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES ........................................................... 1‐5  1.1  CORRIDOR PROFILE .................................................................................................................... 1‐5  1.1.1  FOCUS AREAS ..................................................................................................................... 1‐6  1.1.2  EXISTING ROADWAY CONDITIONS ..................................................................................... 1‐7  1.1.3  MULTIMODAL OPERATIONS AND FACILITIES ..................................................................... 1‐9  1.1.4  TRAFFIC DATA COLLECTION ............................................................................................. 1‐12  1.1.5  ORIGIN‐DESTINATION DATA ............................................................................................ 1‐15  1.1.6  CORRIDOR FIELD REVIEWS ............................................................................................... 1‐22  1.1.7  HISTORICAL CRASH DATA ................................................................................................. 1‐23  1.1.8  LEVEL OF SERVICE (LOS) ................................................................................................... 1‐52  1.1.9  RIGHT‐OF‐WAY ................................................................................................................. 1‐55  1.1.10  PROGRAMMED IMPROVEMENTS .................................................................................... 1‐56  1.2  PLANS AND POLICY REVIEW ..................................................................................................... 1‐58  1.2.1  INDIAN RIVER COUNTY METROPOLITAN PLANNING ORGANIZATION (MPO) ................. 1‐58  1.2.2  LOCAL AGENCIES .............................................................................................................. 1‐64  1.2.3  REGIONAL AGENCIES ........................................................................................................ 1‐67  1.3  SUMMARY OF CHALLENGES AND OPPORTUNITIES ................................................................. 1‐68    SECTION FIGURES  FIGURE 1‐1: SR 5/US 1 MULTIMODAL CORRIDOR STUDY FOCUS AREAS .................................................. 1‐8  FIGURE 1‐2: EXISTING BUS ROUTES AND HIGH RIDERSHIP LOCATIONS .................................................. 1‐10  FIGURE 1‐3: EXISTING PEDESTRIAN AND BICYCLE FACILITIES .................................................................. 1‐11  FIGURE 1‐4: TRAFFIC DATA COLLECTION LOCATIONS ............................................................................. 1‐14  FIGURE 1‐5: NORTHBOUND ORIGIN‐DESTINATIONS ............................................................................... 1‐18  FIGURE 1‐6: SOUTHBOUND ORIGIN‐DESINATIONS ................................................................................. 1‐19  FIGURE 1‐7: HIGHEST ORIGIN‐DESTINATION PAIRS ................................................................................. 1‐20  FIGURE 1‐8 TOP FIVE ORIGIN‐DESTINATION PAIRS ................................................................................. 1‐21  FIGURE 1‐9: TOTAL CRASHES BY YEAR (2011 – 2015) .............................................................................. 1‐24  FIGURE 1‐10: PERCENT OF TOTAL CRASHES BY CRASH TYPE (2011 – 2015) ........................................... 1‐25  FIGURE 1‐11: SUMMARY OF TOTAL CRASHES BY LOCATION (2011 – 2015) ........................................... 1‐26  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐3    FIGURE 1‐12: SUMMARY OF ANNUAL CRASHES BY LOCATION (2011 – 2015) ........................................ 1‐27  FIGURE 1‐13: HIGH CRASH INTERSECTION LOCATIONS ........................................................................... 1‐30  FIGURE 1‐14: HIGH CRASH SEGMENT LOCATIONS .................................................................................. 1‐31  FIGURE 1‐15: PERCENT OF FATAL CRASHES BY CRASH TYPE (2011 – 2015) ............................................ 1‐35  FIGURE 1‐16: FATAL CRASH LOCATIONS (2011 – 2015) .......................................................................... 1‐36  FIGURE 1‐17: SUMMARY OF FIXED‐OBJECT RELATED CRASHES BY LOCATION (2011 – 2015) ................ 1‐39  FIGURE 1‐18: BUS VEHICLE CRASH LOCATIONS (2011 – 2015) ................................................................ 1‐41  FIGURE 1‐19: SUMMARY OF BUS VEHICLE CRASHES BY LOCATION (2011 – 2015) ................................. 1‐42  FIGURE 1‐20: PEDESTRIAN CRASH LOCATIONS (2011 – 2015) ................................................................ 1‐43  FIGURE 1‐21: SUMMARY OF PEDESTRIAN CRASHES BY LOCATION (2011 – 2015) ................................. 1‐44  FIGURE 1‐22: BICYCLE CRASH LOCATIONS (2011 – 2015) ........................................................................ 1‐45  FIGURE 1‐23: SUMMARY OF BICYCLE CRASHES BY LOCATION (2011 – 2015) ......................................... 1‐46  FIGURE 1‐24: SUMMARY OF NIGHTTIME CRASHES BY LOCATION (2011 – 2015) ................................... 1‐47  FIGURE 1‐25: SUMMARY OF WET PAVEMENT CRASHES BY LOCATION (2011 – 2015) ........................... 1‐48  FIGURE 1‐26: SUMMARY OF RAN RED‐LIGHT CRASHES BY LOCATION (2011 – 2015) ............................ 1‐50  FIGURE 1‐27: SUMMARY OF AGING ROAD USER CRASHES BY LOCATION (2011 – 2015) ....................... 1‐51  FIGURE 1‐28: PROGRAMMED IMPROVEMENTS ...................................................................................... 1‐57  SECTION TABLES  TABLE 1‐1: TOP FIVE RIDERSHIP LOCATIONS ............................................................................................. 1‐9  TABLE 1‐2: TRAFFIC DATA COUNT LOCATIONS ........................................................................................ 1‐12  TABLE 1‐3: PEAK HOUR APPROACH VOLUMES ........................................................................................ 1‐13  TABLE 1‐4: HIGHEST ORIGIN‐DESTINATION PAIRS ................................................................................... 1‐15  TABLE 1‐5: NORTHBOUND ORIGIN‐DESTINATION ................................................................................... 1‐16  TABLE 1‐6: SOUTHBOUND ORIGIN‐DESTINATION ................................................................................... 1‐16  TABLE 1‐7: SUMMARY OF CRASHES BY CRASH TYPE ............................................................................... 1‐25  TABLE 1‐8: SUMMARY OF CRASH STATISTICS FROM ST. LUCIE COUNTY LINE TO SOUTH OF 8 ST ......... 1‐28  TABLE 1‐9: SUMMARY OF CRASH STATISTICS FROM SOUTH OF 8 ST TO BREVARD COUNTY LINE ......... 1‐28  TABLE 1‐10: HIGH CRASH LOCATIONS BY YEAR ....................................................................................... 1‐29  TABLE 1‐11: HIGH CRASH INTERSECTIONS............................................................................................... 1‐32  TABLE 1‐12: HIGH CRASH SEGMENTS ...................................................................................................... 1‐32  TABLE 1‐13: SUMMARY OF ANNUAL CRASH FREQUENCY ....................................................................... 1‐33  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐4    TABLE 1‐14: FATAL CRASH SUMMARY ..................................................................................................... 1‐34  TABLE 1‐15: SUMMARY OF FIXED‐OBJECT CRASHES ............................................................................... 1‐37  TABLE 1‐16: SUMMARY OF PAVEMENT AND LIGHTING CONDITIONS FOR FIXED‐OBJECT CRASHES ...... 1‐38  TABLE 1‐17: SUMMARY OF AGING ROAD USER CRASHES BY CRASH TYPE ............................................. 1‐49  TABLE 1‐18: SUMMARY OF DISTRACTED DRIVER CRASHES BY CAUSE .................................................... 1‐52  TABLE 1‐19: 2018 MAJOR INTERSECTIONS WITH FAILING LOS (APPROACH ONLY) ................................ 1‐53  TABLE 1‐20: 2040 FUTURE MAJOR INTERSECTIONS WITH FAILING LOS ................................................. 1‐54  TABLE 1‐21: ROW INFORMATION ............................................................................................................ 1‐55  TABLE 1‐22: PROGRAMMED IMPROVEMENTS ........................................................................................ 1‐56  TABLE 1‐23: LONG RANGE TRANSPORTATION PLANNED PROJECTS ....................................................... 1‐58  TABLE 1‐24: PRIORITY HIGHWAY PROJECTS ............................................................................................ 1‐59  TABLE 1‐25: PRIORITY CONGESTION MANAGEMENT PROCESS (CMP) PROJECTS ................................... 1‐59  TABLE 1‐26: PRIORITY TRANSIT PROJECTS ............................................................................................... 1‐59  TABLE 1‐27: TRANSPORTATION IMPROVEMENT PLAN PROJECTS .......................................................... 1‐60  TABLE 1‐28: TRANSPORTATION DEVELOPMENT PLAN PROJECTS ........................................................... 1‐60  TABLE 1‐29: TRANSPORTATION DISADVANTAGE SERVICE PLAN PROJECTS ............................................ 1‐61  TABLE 1‐30: SIDEWALK PROJECT LOCATIONS .......................................................................................... 1‐62  TABLE 1‐31: BICYCLE PROJECTS ............................................................................................................... 1‐63  TABLE 1‐32: CITY OF VERO BEACH COMPREHENSIVE PLAN .................................................................... 1‐65  TABLE 1‐33: CITY OF SEBASTIAN COMPREHENSIVE PLAN ....................................................................... 1‐66  TABLE 1‐34: REGIONAL TRANSIT NEEDS .................................................................................................. 1‐67  TABLE 1‐35: REGIONAL NON‐MOTORIZED NEEDS ................................................................................... 1‐68              SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐5    1 BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  The purpose of the Baseline Assessment was to provide a general assessment of the SR 5/US 1 corridor in  Indian River County by compiling data and information from previously completed projects, reports, and  studies that support corridor improvements. The Baseline Assessment will identify focus areas along the  corridor as well as define issues and opportunities for multimodal improvements including:   Existing needs and future multimodal potential   Opportunities  to  achieve  viable  transportation  options  and  enhanced  efficiency  through  alternative to roadway widening    Opportunities to increase connectivity through an improved grid/network of streets   Opportunities to further develop the multimodal network within the corridor   Opportunities to enhance safety for automobiles, pedestrians, and bicyclists   Land use and design strategies that promote sustainable and transit supportive development  forms and promote non‐automobile, and non‐single occupancy vehicle (SOV) travel modes   Opportunities  to  promote  and  enhance  community  character  through  improvements  to  the  streetscape and overall public‐realm  The remainder of this section is arranged into the following subsections, which will assist in the evaluation  of existing and future multimodal potential within the corridor:   Corridor Profile – Assesses the existing roadway conditions, services, traffic patterns, volumes,  infrastructure, etc.   Plans and Policy Review – Reviews and describes past local community and regional projects,  plans and visioning goals.   Summary of Multimodal Challenges and Opportunities  1.1 CORRIDOR PROFILE  The US 1 corridor study area limits are along the SR 5/US 1 northbound‐southbound corridor in Indian  River County from the St. Lucie North county line to the Brevard South county line as depicted in Figure 1  above. The study corridor includes the entirety of roadway section 88010000, MP 0.000 to MP 22.269, for  a total length of 22.269 miles. The corridor study area from the St. Lucie County Line (MP 0.00) to north  of 6 Avenue (MP 4.082) is a two‐way, six‐lane divided raised roadway. From north of 6 Avenue (MP 4.082)  to the Brevard County Line (MP 22.269), SR 5/US 1 is a two‐way, four‐lane undivided roadway.  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐6    The study corridor of SR 5/US 1 from Old Dixie Hwy (MP 0.000) to Indian River Blvd/4th St (MP 3.689), from  north of 49th St (MP 9.417) to south of Sebastian Square (MP 18.417), and from north of Jackson St (MP  20.351) to north of the Brevard County Line (MP 22.269) is designed as an access class 3; from 39th St (MP  8.111) to north of 49th St (MP 9.417) and from north of Harrison St (MP 18.783) to Jackson St (MP 20.351)  is designed as an access class 5; and from Indian River Blvd (MP 3.698) to 39th St (MP 8.111) is designed  as an access class 6 roadway by FDOT. The Indian River County Comprehensive Emergency Management  Plan identifies SR 5/US 1 as one of five primary evacuation routes in the county.  Along the SR 5/US 1 corridor, which runs north and south along the Indian River Lagoon, land uses vary  and  include  undeveloped  coastal  scrub,  suburban  residential  subdivisions,  strip  center  and  big‐box  commercial development, and downtown main‐street areas. The roadway typical section varies as well,  including 4 and 6 lane sections with a mixture of urban, suburban, and rural design treatments. Interstate  95 shifts inland north of the Palm Beach County line, and so SR 5/US 1 continues to serve as a primary  north and south arterial connection for the coastal communities in Indian River, Martin, and St. Lucie  counties. Accordingly, there is a need to balance local/community multimodal objectives with the need  to support longer‐distance trip‐making that occurs along the corridor.   The remaining Corridor Profile information is arranged into the following sections:   Focus Areas   Existing Roadway Conditions   Multimodal Operations and Facilities   Traffic Data Collection   Origin‐Destination Data   Field Reviews   Historical Crash Data   Level of Service (LOS)   Right‐of‐Way   Programmed Improvements  1.1.1 FOCUS AREAS  Much of the SR 5/US 1 corridor in Indian River County has either been recently improved through past  projects, or has future improvements programmed in the FDOT’s adopted Five Year Work Program (2019  – 2023). To minimize costs and avoid duplication of the existing programmed efforts, two focus areas  along SR 5/US 1 study corridor were identified in coordination with stakeholders, as shown in Figure 1‐1.  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐7    Approximately 13 miles in total length, these two focus areas have not been recently improved and/or  are not programmed to be improved in the foreseeable future, although they are vital to the function and  economic development of the City of Sebastian and the City of Vero Beach. The priority segments are  listed below:    US 1 from 4th Street to 53rd Street   US 1 from CR 510 to the Brevard County line  1.1.2 EXISTING ROADWAY CONDITIONS  This section details the existing roadway and traffic conditions within the study corridor including data  gathered from FDOT’s Florida Transportation  Information  (FTI)  which  provides  statistical  traffic  information for Florida’s State Highway System and select off‐system highways.   Average Annual Daily Traffic (AADT) varies along the US 1 study corridor. As a whole, AADT along the US  1 study corridor ranges from 18,200 to 32,500. The segment of US 1 from Oslo Road to 4th Street,  approximately 1.55 miles in length, has the highest AADT of 32,500. The segment of SR 5/US 1 from 21st  Street to Royal Palm Boulevard, approximately 0.71 miles in length, has the lowest AADT of 18,200. The  heavy vehicle/truck percentage along the US 1 study corridor varies between 3% and 6%.  The roadway functional classification along the US 1 study corridor is Urban Principal Arterial. From a  level‐of‐service  (LOS)  perspective,  the  roadway  classification for  the  US  1  study  corridor  has  been  determined to be Arterial Class II, signifying an interrupted flow roadway with high degrees of through  traffic movement, with average signalized intersection spacing less than or equal to 2 miles, and posted  speeds of 35mph or less in some areas.   Existing LOS along the SR 5/US 1 study corridor is C – D throughout, indicating a stable flow of traffic  operations mixed with traffic potentially approaching an unstable flow in some areas.  There is a total of 27 signalized intersections along the study corridor, and a total of four bridges along  the US 1 study corridor at the following locations:   US 1 over North Canal   US 1 at 30 Street   US 1 at 2 Street   US 1 at 25 Street  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐8      FIGURE 1‐1: SR 5/US 1 MULTIMODAL CORRIDOR STUDY FOCUS AREAS       SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐9    1.1.3 MULTIMODAL OPERATIONS AND FACILITIES  Multimodal transportation options can create a more efficient and sustainable transportation system that  boosts economic growth and improves quality of life. This section summarizes where existing multimodal  network infrastructure and services, such as transit, sidewalks, bicycle lanes and pathways, are located  along the SR 5/US 1 study corridor and helps identify potential for future multimodal investments.    Transit Service  GoLine is a public transportation system available throughout the Indian River County area. There are  approximately sixty‐four bus stops (including northbound and southbound stops) along the US 1 study  corridor area serviced by seven major transit routes including Route 1, Route 3, Route 4, Route 5, Route  8, Route 11, and Route 12. The top five high ridership bus stops are shown in the map in Figure 1‐2. Based  on weekday daily boarding’s and alighting’s, the top five high ridership locations along these routes were  identified in Table 1‐1 below.  TABLE 1‐1: TOP FIVE RIDERSHIP LOCATIONS  Location Served Route(s) Boarding/Alighting Total  Sebastian River Medical Center 5, 11 126  Sebastian Walmart 5, 11 76  SR 5/US 1 & Wendy’s 5, 11 25  Indian River Publix 11, 12 79  SR 5/US 1 & 17 St 1 33    Pedestrian Facilities  Existing sidewalks along the US 1 corridor study area are shown in Figure 1‐3. The largest gaps in sidewalks  occur from south of Sebastian Blvd/CR 512 to north of 85th St/Wabasso Beach Rd—which includes parts  of the census‐designated place and unincorporated community of Wabasso, and from 82nd St to 53rd St— which includes parts of the census‐designated place and unincorporated community of Gifford.   Bicycle Infrastructure  Existing bicycle infrastructure along the US 1 corridor study area are shown in FIGURE 1‐3: EXISTING  PEDESTRIAN AND BICYCLE FACILITIES. The largest gaps in bicycle lanes along the US 1 corridor exist  between 8th St and 37th St, which includes the downtown area of Vero Beach, and 99th St to Harrison St  (south of Sebastian Blvd/CR 512).   SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐10      FIGURE 1‐2: EXISTING BUS ROUTES AND HIGH RIDERSHIP LOCATIONS  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐11      Sidewalks Bike Lanes FIGURE 1‐3: EXISTING PEDESTRIAN AND BICYCLE FACILITIES  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐12    1.1.4 TRAFFIC DATA COLLECTION  Intersection turning movement counts and approach/departure counts were collected, and operational  analyses were performed to understand existing conditions and assess potential congestion management  recommendations. Traffic data for vehicle, pedestrian and bicycle counts was collected at 16 locations  along the US 1 corridor study area, 15 of which were determined based on the preliminary analysis of  Annual Average Daily Traffic (AADT), LOS, high crash locations, high ridership transit stations, and their  vicinity to the main city areas of Sebastian and Vero Beach. Stakeholder coordination identified an  additional data location at US 1 and 8 St. Table 1‐2 below and following Figure 1‐4 depict the locations  where traffic data was collected from. A complete summary of turning movement counts is also included  in Appendix B.  TABLE 1‐2: TRAFFIC DATA COUNT LOCATIONS  Location # Intersections  1 Roseland Rd  2 Jackson St  3 Main St  4 Sebastian Blvd WB  5 Sebastian Blvd EB  6 Schumann Dr  7 Barber St  8 85 St/CR 510  9 53 St  10 45 St  11 37 St  12 11 Ave  13 10 Ave  14 17 St  15 8 St  16 Oslo Rd    Twenty‐four (24) hour machine approach/departure counts were collected on Tuesday, May 1st, 2018.   Peak‐hour turning movement counts were collected on the same day during following peak periods: from  7:30 AM to 8:30 AM and from 4:30 PM to 5:30 PM. A summary of peak‐hour turning movement counts  by approach is shown in Table 3.           SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐13    TABLE 1‐3: PEAK HOUR APPROACH VOLUMES  Intersections Peak Northbound Southbound Eastbound Westbound Total  Pedestrians  Total  Vehicles  Roseland Rd  AM 523 904 410 45 23 1882  PM 967 932 431 156 2486  Jackson St  AM 832 725 59 44 26 1660  PM 1081 1000 188 57 2326  Main St  AM 837 705 295 62 36 1899  PM 1061 1090 306 141 2598  Sebastian  Blvd WB  AM 1077 659 0 0 8 1736  PM 1410 1022 0 0 2432  Sebastian  Blvd EB  AM 752 679 638 76 10 2145  PM 1167 728 483 79 2457  Schumann Dr  AM 724 1056 257 13 9 2050  PM 1235 921 117 1235 2290  Barber St  AM 721 1044 242 15 22 2022  PM 1296 997 149 13 2455  85 St/CR 510  AM 769 1048 682 411 8 2910  PM 1260 647 442 515 2864  53 St  AM 637 1590 444 367 13 3038  PM 1271 990 249 575 3085  45 St  AM 715 1355 180 715 4 2549  PM 1326 803 173 291 2593  37 St  AM 1242 1386 0 257 37 2885  PM 1360 1018 0 820 3198  11 Ave  AM 42 48 745 674 57 1509  PM 77 67 1009 850 2003  10 Ave  AM 81 73 649 663 45 1466  PM 136 105 837 831 1909  17 St  AM 1082 610 387 332 74 2411  PM 950 934 516 726 3126  8 St  AM 509 1020 224 416 N/A 2169  PM 1143 74 413 322 2627  Oslo Rd  AM 1602 884 667 89 13 3242  PM 1243 1668 530 277 3718  Counts performed on Tuesday, May 1st, 2018.  Pedestrian column reflects number of pedestrians crossing during both peaks in all directions        SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐14          FIGURE 1‐4: TRAFFIC DATA COLLECTION LOCATIONS  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐15    1.1.5 ORIGIN‐DESTINATION DATA  Identifying vehicle trips helps to determine the primary roadway usages—whether commuters are using  the US 1 corridor in Indian River County mainly for through‐traffic (long‐distance) or local traffic (short‐ distance). Since Interstate 95 (I‐95) shifts inland in Indian River County, there is a potential that many  commuters use the US 1 Corridor to travel long‐distance. Understanding the primary roadway usages is  important in order to identify potential improvement types that would benefit local and long‐distance  commutes. To better understand system performance and identify vehicle trips between start and end  points, StreetLight InSight Origin‐Destination (O‐D) data was obtained and analyzed for the US 1 corridor  study. This information is retrieved from GPS‐enabled devices available on mobile phones, connected  cars, and truck tracking systems. To represent average weekday traffic patterns, data was obtained  between  Tuesday  through  Thursday  for  the  months  of  February  2018  and  May  2018.  The  average  weekend traffic patterns, Friday through Sunday, were also reviewed for these two months.   Origin‐Destination  pairs  for  internal  trips  are  summarized  in Table  1‐4 below.  The  top  five  origin‐ destination pairs are depicted in Figure 1‐7. The top 5 origin‐and destination pairs that were observed  from the GPS data are from 1) Vero Beach to Gifford, 2) Vero Be ach to the Florida Ridge area, 3) the Florida  Ridge area to Vero Beach, 4) Gifford to Vero Beach and 5) Vero Beach to Sebastian. Based on the data, a  total of 24% of trips were internal. It is important to note that for the purposes of this origin‐destination  data, destinations refer to the point at which along US 1, passenger vehicle and truck trips exited the US  1 corridor.   TABLE 1‐4: HIGHEST ORIGIN‐DESTINATION PAIRS     Origin‐Destination trips for northbound commutes (South of St. Lucie county line to north of Brevard  county line) are summarized in Table 1‐5 and shown in Figure 1‐5. Origin‐Destination trips for southbound  commutes (North of Brevard county line to south of St. Lucie county line) are summarized in Table 1‐6  and shown in Figure 1‐6. The percent value represented within the table and figure is from the total  amount of vehicles beginning at the southern limit and northern limit of the study corridor, respectively.  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐16    TABLE 1‐5: NORTHBOUND ORIGIN‐DESTINATION  Northbound origin‐destination trips are more frequently short‐range trips between south of the St. Lucie  County line and the Florida Ridge area (Oslo Rd), which is a census‐designated place in Indian River County.  Of the passenger vehicle trips generated along US 1 originating south of the St. Lucie County line, 84.27%  (7,867 cars) are short‐range trips with destinations in the Florida Ridge area. For truck trips along US 1  originating south of the St. Lucie County line, a similar percentage (79.35%) are short‐range trips along US  1 were generated (8,688 trucks) by trucks with destinations in the Florida Ridge area. Of the remaining  car and truck commutes along US 1, 4.98% of passenger vehicle trips (465 cars) and 13.44% of truck trips  (1,421 trucks) had a destination to Vero Beach. Vero Beach’s main corridor (20th Pl/20th St) becomes SR  60 east of I‐95, which is a major east‐west corridor connecting the east and west coasts of Florida.  Long‐distance trips northbound to the Brevard County line along US 1 are more frequently taken by trucks  than passenger vehicles. The amount of northbound long‐distance trips along US 1 significantly reduces  north of the Florida Ridge area. Of the trips originated south of the St. Lucie County line, only 0.49% (65  cars) are long‐distance trips by passenger vehicles, while 0.65% (118 trucks) are long‐distance trips by  trucks.  TABLE 1‐6: SOUTHBOUND ORIGIN‐DESTINATION  Southbound Origin‐Destination trips are more frequently short‐range trips between north of the Brevard  County line and the Roseland area (Roseland Rd/CR 505) and City of Sebastian (Sebastian Blvd). Of the  Vehicle  Type  Origin Destination Percentage  US 1,  South of  St. Lucie  County  line  US 1,  Florida  Ridge area   US 1,  Vero  Beach  US 1,  Winter  Beach  area  US 1,  Sebastian  US 1,  Roseland  area  US 1,  North of  Brevard  County  line  Passenger  Cars 9,336 7,867 465 232 102 65 46 0.49%  Trucks 10,571 8,388 1,421 541 148 118 69 0.65%  Vehicle  Type  Origin Destination Percentage  US 1,  North of  Brevard  County  line  US 1,  Roseland  area  US 1,  Sebastian  Blvd  US 1,  Winter  Beach  area  US 1,  Vero  Beach   US 1,  Florida  Ridge  area  US 1  South of  St. Lucie  County  line   Passenger  Cars 6,472 3,682 2,753 1,441 288 84 37 0.57%  Trucks 7,430 5,025 3,096 1,352 474 235 141 1.90%  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐17    passenger vehicle trips along US 1 originating north of the Brevard County line, 56.89% (3,682 cars) are  short‐range trips with destinations in Roseland area, a census‐designated place. For truck trips along US  1  originating  north  of  the  Brevard  County  line,  67.63%  (5,025  trucks)  are  short‐range  trips  with  destinations in the Roseland area. Of the remaining car and truck commuters along US 1, 42.54% of  passenger vehicle trips (2,753 cars) and 41.67% of truck trips (3,096 trucks) has a destination in the City  of Sebastian (Sebastian Blvd).  Long‐distance  trips  southbound  to  the  St.  Lucie  County  line  more  frequently  taken  by  trucks  than  passenger vehicles. The amount of southbound long‐distance trips along US 1 significantly reduces south  of the Wabasso area (CR 510) and the Winter Beach area (CR 508). Of the trips originating north of the  Brevard County line, only 0.57% (37 cars) are long‐distance trips by passenger vehicles, while 1.90% (141  trucks) are long‐distance trips by trucks.   SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐18      FIGURE 1‐5: NORTHBOUND ORIGIN‐DESTINATIONS  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐19      FIGURE 1‐6: SOUTHBOUND ORIGIN‐DESINATIONS  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐20      FIGURE 1‐7: HIGHEST ORIGIN‐DESTINATION PAIRS  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐21    FIGURE 1‐8 TOP FIVE ORIGIN‐DESTINATION PAIRS  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐22    1.1.6 CORRIDOR FIELD REVIEWS  In order to gain an in‐depth understanding of the US 1 corridor study area, verify existing conditions, and  fill gaps in available transportation data, field data collection was performed at signalized intersections,  as well as at existing bus transit stops along the US 1 corrido r study area. The following subsections provide  details for the corridor field reviews conducted as a part of this study.   Intersections   Field reviews were conducted on Tuesday, August 21st of 2018 at signalized intersections along the SR  5/US 1 corridor study area at the following locations: Highland Dr, Oslo Rd, 4th St, 12th St, 17th St, 20th St,  20th Pl, 45th St, 53rd St, CR 510, Barber St, Schumann Dr, CR 512, and Roseland Rd. Information at each  intersection  was  collected  for  posted  speed  limits,  signal  types,  signal  phasing,  lane  configuration,  pedestrian  clearance  times,  ADA accessibility,  pavement  surface  conditions,  lighting,  utilities,  and  miscellaneous observations. A summary and selection of photographs taken from each of the intersection  locations are included in Appendix C.   Bus Transit Stops  The Indian River’s GoLine recently underwent major route restructuring in April of 2017. On‐site field  reviews of the bus transit stop locations along the SR 5/US 1 corridor study area took place on Monday,  September 24, 2018. Along with stakeholder coordination, the on‐site field review confirmed bus transit  stop locations, amenities, and accessibility. A summary and selection of photographs of the bus stops are  included in Appendix D. During this on‐site field review, while some bus stops did have a bus shelter  available, many bus stops were observed to be exposed to the elements. Some bus stops along this route  were not accessible by sidewalk, and/or the bus stop sign was placed in the easement of undeveloped  land.  Several  bus  stop  locations  had  limited  accessibility  due to  side‐street  parking,  and  limited  accessibility to bus by on‐street parking and/or bicycle lanes.  In a few locations, the bus stop signs were  obstructed by trees.                  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐23    1.1.7 HISTORICAL CRASH DATA  This section provides a review and analysis of the historical crash patterns for the most recent five years  (from January 2011 to December 2015), in order to identify potential issues and opportunities for safety  improvements to the US 1 study corridor based on crash frequency and type. The historical crash data  was reviewed based on location, year, and type to identify correlations between incidents involving  vehicles, as well as transit buses, pedestrians, and bicyclists. With the use of the Florida Department of  Transportation’s (FDOT) Crash Analysis Reporting System (CARS), crash distribution and patterns were  summarized in Appendix E. Summaries of the crash findings are organized into crash frequency, crash  severity, crash type, lighting, weather conditions, and other relevant information as follows:   Total Crashes   Crash Rate Calculation    High Crash Intersections and Segments   Fatal Crashes    Fixed‐Object Crashes   Bus/Transit Crashes   Pedestrian Crashes   Bicycle Crashes   Nighttime Crashes   Wet Pavement Crashes   Ran Red Light Crashes   Aging Road User Crashes   Distracted Driving Crashes       SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐24    Total Crashes  A review of the total crashes along the US 1 study corridor was conducted and used to identify and  prioritize focus areas, intersections, and general safety concerns within the study corridor. A total of 1,230  crashes were reported along the US 1 corridor study area between 2011 to 2015. The graph in Figure 1‐9  below summarizes the total number of crashes reported by year, with 137 crashes in 2011, 212 crashes  in 2012, 238 crashes in 2013, 274 crashes in 2014, and 369 crashes in 2015.  FIGURE 1‐9: TOTAL CRASHES BY YEAR (2011 – 2015)  A crash summary and percentage of total crash by crash type is depicted in Table 1‐7 and Figure 1‐10  below. Of the total reported crashes, there were 400 rear end crashes, 291 angle crashes, 142 left‐turn  crashes, 108 fixed‐object crashes, 54 sideswipe crashes, 36 non‐collision crashes, 36 bicycle crashes,  18 pedestrian crashes, 17 non‐fixed object collisions, 10 right turn crashes, 7 head on crashes, 4 backed  into crashes, and 107 crashes categorized as other crash types.    137 212 238 274 369 0 50 100 150 200 250 300 350 400 2011 2012 2013 2014 2015NUMBER OF CRASHESYEARS TOTAL CRASHES BY YEAR SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐25      TABLE 1‐7: SUMMARY OF CRASHES BY CRASH TYPE  Crash Type 2011 2012 2013 2014 2015 5 Year Total %  Rear End 43 69 80 77 131 400 32.5%  Angle 29 46 59 72 85 291 23.7%  Left Turn 20 23 20 33 46 142 11.5%  Fixed Object 11 28 22 22 25 108 8.8%  Sideswipe 5 9 9 15 16 54 4.4%  Non‐Collisions 8 3 11 5 9 36 2.9%  Bicycle 2 9 9 6 10 36 2.9%  Pedestrian 4 5 5 1 3 18 1.5%  Non‐Fixed Object Collisions 5 2 4 3 3 17 1.4%  Right Turn 2 2 1 3 2 10 0.8%  Head On 0 1 1 3 2 7 0.6%  Backed Into 1 0 0 3 0 4 0.3%  Others 7 15 17 31 37 107 8.7%  Total 137 212 238 274 369 1230 100%      FIGURE 1‐10: PERCENT OF TOTAL CRASHES BY CRASH TYPE (2011 – 2015)    The following graphs show the total crash summary by location in Figure 1‐11, and an annual total crash  summary by location in Figure 1‐12.  33% 24% 12% 10% 4% 3% 3%3%9% PERCENT OF TOTAL CRASHES BY CRASH TYPE Rear End &Backed Into Angle & Head On Left‐Turn & Right‐Turn Fixed and Non‐Fixed Object Sideswipe Non‐Collision Bicycle Pedestrian Others SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐26   FIGURE 1‐11: SUMMARY OF TOTAL CRASHES BY LOCATION (2011 – 2015)  01020304050607080St Lucie County LineBtw St Lucie County Line & Highland DrHighland DrBtw Highland Dr & Oslo RdOslo RdBtw Oslo Rd & Vista RoyaleVista RoyaleBtw Vista Royale & 4 St4 StBtw 4 St & 8 St8 StBtw 8 St & 12 St12 StBtw 12 St & 15 Pl15 PlBtw 15 Pl & 17 St17 StBtw 17 St & 20 St20 StBtw 20 St & 20 Pl20 PlBtw 20 Pl & 11 Ave11 AveBtw 11 Ave & 23 St23 StBtw 23 St & 26 St26 StBtw 26 St & 32 St32 StBtw 32 St & 37 St37 StBtw 37 St & 38 Ln38 LnBtw 38 Ln & 41 St41 StBtw 41 St & 45 St45 StBtw 45 St & 53 St53 StBtw 53 St & 69 St69 StBtw 69 St & CR 510CR 510Btw CR 510 & Barber StBarber StBtw Barber St & Schumann DrSchumann DrBtw Schumann Dr & CR 512 EB/SebastianCR 512 EB/SebastianBtw CR 512 EB/Sebastian & CR 512…CR 512 WB/SebastianBtw CR 512 WB/Sebastian & Main StMain StBtw Main St & Jackson StJackson StBtw Jackson St & Roseland DrRoseland DrBtw Roseland Dr & Brevard County LineBrevard County LineTOTAL CRASHES IN 5‐YEAR (2011‐2015)LOCATIONSUMMARY OF TOTAL CRASHES BY LOCATIONSPDOInjuryFatal SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐27   FIGURE 1‐12: SUMMARY OF ANNUAL CRASHES BY LOCATION (2011 – 2015) 051015202530St Lucie County LineBtw St Lucie County Line & Highland DrHighland DrBtw Highland Dr & Oslo RdOslo RdBtw Oslo Rd & Vista RoyaleVista RoyaleBtw Vista Royale & 4 St4 StBtw 4 St & 8 St8 StBtw 8 St & 12 St12 StBtw 12 St & 15 Pl15 PlBtw 15 Pl & 17 St17 StBtw 17 St & 20 St20 StBtw 20 St & 20 Pl20 PlBtw 20 Pl & 11 Ave11 AveBtw 11 Ave & 23 St23 StBtw 23 St & 26 St26 StBtw 26 St & 32 St32 StBtw 32 St & 37 St37 StBtw 37 St & 38 Ln38 LnBtw 38 Ln & 41 St41 StBtw 41 St & 45 St45 StBtw 45 St & 53 St53 StBtw 53 St & 69 St69 StBtw 69 St & CR 510CR 510Btw CR 510 & Barber StBarber StBtw Barber St & Shumann DrShumann DrBtw Shumann Dr & CR 512 EB/SebastianCR 512 EB/SebastianBtw CR 512 EB/Sebastian & CR 512 WB/SebastianCR 512 WB/SebastianBtw CR 512 WB/Sebastian & Main StMain StBtw Main St & Jackson StJackson StBtw Jackson St & Roseland DrRoseland DrBtw Roseland Dr & Brevard County LineBrevard County LineTOTAL CRASHES IN 5‐YEAR (2011‐2015)LOCATIONSUMMARY OF ANNUAL CRASHES BY LOCATION20112012201320142015 SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐28    Crash Rate Calculation  The crash rate (the number of crashes per million vehicle‐miles along the segment) was calculated using  the Highway Safety Improvement Program Guidelines (HSIPG) and CARS Manual as reference. The crash  rate and other relevant crash statistics for the study intersection for years 2011, 2012, 2013, 2014 and  2015 are summarized in Table 1‐8 and Table 1‐9. The District 4 average crash rate for an urban, 4 to 5‐ lane, 2‐way, undivided segment and for an urban, 6‐lane, 2‐way, divided raised segment were used in  computing the crash statistics.   TABLE 1‐8: SUMMARY OF CRASH STATISTICS ALONG US 1 FROM ST. LUCIE COUNTY LINE TO SOUTH OF 8 STREET    ADT – Average Daily Traffic   ACR (Actual Crash Rate) = No. of crashes in a year / [(No. of vehicles (AADT) * 365) / 1,000,000]  A – District‐wide Average Crash Rate  M – Average vehicle exposure for one year at spot (million vehicles) = [(AADT * 365) / 1,000,000]  CCR (Critical Crash Rate) = A + K * (SQRT[A/M]) ‐ (1/ [2 * M]) ‐‐‐ K = 3.291 for Urban  Safety Ratio = ACR/CCR  K – Level of statistical significance = [(ACR ‐ A + (1/2M))/SQRT(A/M)]  C – Confidence Level = Percent probability that the crash rate is abnormally high for the location under study, using the district‐wide average  as a basis  TABLE 1‐9: SUMMARY OF CRASH STATISTICS ALONG US 1 FROM SOUTH OF 8 STREET TO BREVARD COUNTY LINE    ADT – Average Daily Traffic   ACR (Actual Crash Rate) = No. of crashes in a year / [(No. of vehicles (AADT) * 365) / 1,000,000]  A – District‐wide Average Crash Rate  M – Average vehicle exposure for one year at spot (million vehicles) = [(AADT * 365) / 1,000,000]  CCR (Critical Crash Rate) = A + K * (SQRT[A/M]) ‐ (1/ [2 * M]) ‐‐‐ K = 3.291 for Urban  Safety Ratio = ACR/CCR  K – Level of statistical significance = [(ACR ‐ A + (1/2M))/SQRT(A/M)]  C – Confidence Level = Percent probability that the crash rate is abnormally high for the location under study, using the district‐wide average  as a basis  Year 2011 2012 2013 2014 2015 Number of Crashes 112 168 203 227 297 Average Daily Traffic (ADT) 22,066 21,874 22,525 21,988 23,239 Actual Crash Rate (ACR) 0.765 1.157 1.358 1.555 1.925 District 4 Average Crash Rate (A) 2.074 2.944 3.193 3.300 3.696 Average Vehicle Exposure (M) 146.480 145.205 149.527 145.962 154.266 Critical Crash Rate (CCR) 2.463 3.410 3.670 3.791 4.202 Safety Ratio 0.310 0.339 0.370 0.410 0.458 Statistical Significance ‐10.978 ‐12.528 ‐12.537 ‐11.582 ‐11.420 Confidence Level 50.0000% 50.0000% 50.0000% 50.0000% 50.0000% Year 2011 2012 2013 2014 2015 Number of Crashes 2544354772 Average Daily Traffic (ADT) 22,300 27,380 27,904 28,936 29,504 Actual Crash Rate (ACR) 0.752 1.079 0.842 1.090 1.638 District 4 Average Crash Rate (A) 2.788 3.311 3.751 4.195 4.827 Average Vehicle Exposure (M) 33.225 40.794 41.575 43.113 43.959 Critical Crash Rate (CCR) 3.726 4.236 4.728 5.210 5.906 Safety Ratio 0.202 0.255 0.178 0.209 0.277 Statistical Significance ‐6.975 ‐7.793 ‐9.646 ‐9.917 ‐9.589 Confidence Level 50.0000% 50.0000% 50.0000% 50.0000% 50.0000% SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐29    High Crash Locations  A review was conducted of FDOT high crash intersections list and the FDOT high crash segments list for  the referenced five‐year period from 2011 to 2015, for locations along the US 1 corridor study area. Table  1‐10 below summarizes high crash locations identified along the US 1 corridor study area by year.   TABLE 1‐10: HIGH CRASH LOCATIONS BY YEAR  Location 2015 2014 2013 2012 2011  Highland Drive x        12 ST SW x x  x   11 Ln SW x x    x   Spur to Indian River    x     Indian River Boulevard    x       4th Street    x     Spur from US‐1/ Close to 8th Avenue x x x x   8th Avenue x x x x   Spur from US‐1/ next to 8th Avenue x        CR 630/ 41st Street x        45th Street x x       53rd Street x x    x   Barber Street x      CR 512 EB/ Sebastian     x       Coolidge Street   x    Jackson Street    x       Roseland Road x        X – included within FDOT’s high crash intersection/segment lists per year indicated  There were no intersections along the US 1 corridor study area included within the FDOT high crash  intersection list for the year 2011. The intersections of US 1 with Spur/close to 8th Avenue (MP 5.867), and  US 1 and 8th Avenue (MP 5.891) were recorded as high crash intersections for the years 2012 through  2014. High crash intersections along the US 1 corridor study area for the referenced five‐year period are  shown in Table 1‐11 and Figure 1‐13 below.  There were no segments along the US 1 corridor study area included within the FDOT high crash segment  list for the year of 2011. The segments along US 1 with from South of 20th Street (MP 5.833) to North of  20th Place (MP 5.861) were recorded as high crash segments for the period of the year 2012 through 2015.  High crash segments along the US 1 corridor study area for the referenced five‐year period are shown in  Table 1‐12 and Figure 1‐14 below.  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐30      FIGURE 1‐13: HIGH CRASH INTERSECTION LOCATIONS    SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐31      FIGURE 1‐14: HIGH CRASH SEGMENT LOCATIONS       SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐32    TABLE 1‐11: HIGH CRASH INTERSECTIONS  Number Road Name 2012 2013 2014 2015 Signal  1 12 St SW,  Approach Oslo Rd ✔  ✔ ✔ No  2 11 Ln SW,  Approach Oslo Rd ✔  ✔ ✔ No  3 8 Ave (10th Ave) ✔ ✔ ✔ ✔ Yes  4 45 St   ✔ ✔ Yes  5 53 St ✔  ✔ ✔ Yes  TABLE 1‐12: HIGH CRASH SEGMENTS   Number Segment 2012 2013 2014 2015 Signal  1  12 ST SW to 11 ST SW,  Approach Oslo Rd  ✔  ✔ ✔ No  2 Around 20 St & 20 Pl ✔ ✔ ✔ ✔ Yes  3 Around 45 St   ✔ ✔ Yes  4 Around 53 St ✔  ✔ ✔ Yes    The US 1 corridor study area has an increasing crash frequency over the past five years. Table 1‐13 below  summarizes  the  annual  crash  frequency, which indicates that crash  frequencies  within  Indian  River  County, District 4 and the State of Florida are increasing. Furthermore,  the  randomness  of  annual  fluctuations is also apparent in the five‐year historic trends. The number of crashes increased significantly  in 2015. This same trend is apparent at the intersections of US 1 with Highland Drive, 17th Street, 20th  Street, 53rd Street and Barber Street.      SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐33    TABLE 1‐13: SUMMARY OF ANNUAL CRASH FREQUENCY  Year SR 5/  US 1 In  Indian  River  County  Year  over  year %  change  Indian River  Countywide  (Source:  DHSMV  Annual  Crash Facts  reports)  Year  over  year %  change  Statewide  (Source:  DHSMV  Annual  Crash  Facts  reports)  Year  over  year %  change  D4  Urban  6+  Lanes 2  way  Divided  Raised  Crash  Rate  Year  over  year %  change  D4 Urban  4‐5 Lanes  2‐way  Undivided  Crash  Rate  Year  over  year %  change  2011 137   800   227,998   2.788  2.074   2012 212 5% 1,192 49% 281,321 23% 3.311 19% 2.944 42%  2013 238 12% 1,601 34% 316,943 13% 3.751 13% 3.193 8%  2014 274 15% 2,106 32% 344,170 9% 4.195 12% 3.300 3%  2015 369 35% 2,204 5% 374,342 9% 4.827 15% 3.696 12%  Note: DHSMV – Florida Department of Highway Safety and Motor Vehicles  D4 Urban 6+ Lanes 2wy Divided Raised Roadway is from North St. Lucie County Line (MP 0.000) to approximate 0.081 miles  north of 6 Avenue. (MP 4.082)   D4 Urban 4‐5 Lanes 2wy Undivided Road is from approximate 0.081  miles north of 6 Avenue. (MP 4.082) to the South Brevard  County Line.     Fatal Crashes  Based on crash severity, of the 1,230 crashes reported 674 (54.8%) were injury type crashes and 543  (44.1%) were property damage only (PDO) crashes. There were 13 (1.1%) fatal crashes reported during  2011 to 2015. Table 1‐14 summarizes all fatal crash information organized by year, location, surface  condition, lighting condition, crash type, DUI, motorcycle, and elder person involvement for the reference  five‐year period. Figure 1‐15 below shows the percentages of fatal crashes by crash type: Fixed‐Object,  Left‐Turn, Pedestrian, or Angle. Figure 1‐16 shows the locations where fatal crashes occurred along the  study corridor between 2011 and 2015. The collision diagram of all documented fatal crashes organized  by location and crash severity is in Attachment 2.   Fatal Crashes Involving Motorcycles  Of  the  13  fatal  crashes  occurring  between  2011  and  2015,  a  total  of  8  fatalities  (61%)  involved  a  motorcycle. Of the 8 fatal crashes involving a motorcycle, 4 fatal crashes (50%) were drug and/or alcohol  related, and 3 fatal crashes (37.5%) also had an aging road user involved. See Table 1‐14 below for the  fatal crash information summary.        SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐34      TABLE 1‐14: FATAL CRASH SUMMARY  Crash No. Year MP Location Wet/  Dry Day/Night Crash  Type  Drug /  Alcohol  Motorcycle  Involved  Elder  Involved  820272350 2011 0.078 0.3 miles South of  21 Street SE Dry Nighttime‐ No Light  Fixed  Object Yes Yes No  820136250 2011 9.932 53 Street Dry Daytime Left Turn No Yes Yes  828187080 2011 14.267 85 Street Dry Dark‐ Lighted Left Turn No Yes No  819702380 2012 0.189 1000 ft South of 21  Street SE Wet Nighttime‐ No Light  Fixed  Object Yes Yes No  828879740 2012 8.827 350 ft south of 45  street Wet Dark‐ Lighted Pedestrian No No Yes  828866410 2013 8.011 65 ft south of 38  Lane Dry Daytime Fixed  Object No No No  822648950 2013 11.514 115 ft north of 65  Street Dry Daytime Fixed  Object No No No  832641560 2013 15.823 Barber Street Dry Dark‐ Lighted Left Turn No No Yes  828886690 2013 17.246 Schumann Drive Dry Daytime Left Turn No Yes Yes  838091630 2014 1.473 Grove Isle Circle Dry Dusk Left Turn No No Yes  838127200 2014 9.932 53 Street Dry Dark‐ Lighted Left Turn No Yes No  838159160 2014 22.076 N Indian River  Drive Wet Daytime Fixed  Object Yes Yes No  838131450 2015 16.803 Lance Street Dry Daytime Angle Yes Yes Yes  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐35      FIGURE 1‐15: PERCENT OF FATAL CRASHES BY CRASH TYPE (2011 – 2015)  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐36    FIGURE 1‐16: FATAL CRASH LOCATIONS (2011 – 2015)  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐37    Fixed‐Object Crashes  A total of 108 (8.6%) crashes were with fixed‐objects. A summary of fixed‐object crashes by year and by  impact attenuator/crash cushion is provided in Table 1‐15 below.   TABLE 1‐15: SUMMARY OF FIXED‐OBJECT CRASHES  SR 5/US 1 Corridor in Indian River  County  Number of Crashes 5‐Year  Total  Crashes  Year  2011 2012 2013 2014 2015  Impact Attenuator/Crash Cushion 0 0 0 0 0 0  Bridge – Overhead Structure 0  0  0  0  0 0  Bridge – Pier or Support 0 0 1 0 1 2  Bridge – Rail 0  0  2  0  0 2  Culvert 1 0 0 0 0 1  Curb 2  10  5  5  8 30  Ditch 0 0 0 1 0 1  Embankment 0  0  0  0  0 0  Guardrail – Face 2 2 0 1 3 8  Guardrail – End 0  1  0  0  0 1  Cable Barrier 0 0 0 0 0 0  Concrete Traffic Barrier 0  0  0  3  0 3  Other Traffic Barrier 0 1 0 0 0 1  Tree – Standing 1  6  5  3  1 16  Utility Pole/Light Support 1 1 1 2 5 10  Traffic Sign Support  1  2  1  1  4 9  Traffic Signal Support 0 0 1 0 1 2  Other Post, Pole, or Support 1  0  5  2  1 9  Fence 0 0 0 0 0 0  Mailbox 0  1  1  0  0 2  Other Fixed‐Object 2 4 0 4 1 11  Total 11  28  22  22  25  108    Crashes with fixed‐objects along the US 1 corridor study area were reported as follows: 11 crashes in 2011,  28 crashes in 2012, 22 crashes in 2013, 22 crashes in 2014 and 25 crashes in 2015. Of the 108 fixed object  crashes, 30  crashes involved curb, 16 crashes involved trees,  11 crashes involved traffic sign/signal  supports, 10 crashes involved Utility Pole/Light Support, 9 crashes involved other posts/poles, 9 crashes  involved guardrail, 4 crashes involved concrete or other traffic barrier, 2 crashes involved bridge pier or  support, 2 crashes involved bridge rail, 2 crashes involved mailbox, 1 crash involved culvert, 1 crash  involved ditch, 11 crashes involved other fixed object. Table 1‐15 summarizes fixed‐object crash data.  Figure 1‐17 shows segment distribution of Fixed‐object crashes.  The pavement and lighting condition for fixed‐object crashes are summarized in Table 1‐16.      SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     1‐38    TABLE 1‐16: SUMMARY OF PAVEMENT AND LIGHTING CONDITIONS FOR FIXED‐OBJECT CRASHES    2011 2012 2013 2014 2015 Total   Lighting  Conditions  Daylight 6 11 11 14 8 50  Dusk 0 1 0 1 1 3  Dawn 0 2 0 1 1 4  Dark 5 14 11 6 13 49  Unknown 0 0 0 0 2 2  Surface  Conditions  Dry 9 21 19 15 19 83  Wet 1 7 3 6 6 23  Others 1 0 0 1 0 2    Approximately 52% (55 crashes) of the fixed‐object crashes occurred during nighttime, and approximately  22% (23 crashes) occurred under wet pavement conditions. A graph showing fixed‐object crashes by  location is summarized in Figure 1‐17 below. There are 26 fixed‐object crashes happened between St.  Lucie County Line to 4 Street, 16 fixed‐object crashes occurred between 20th Street to 11th Ave, and 21st  fixed‐object crashes occurred between 53rd Street to Schumann Drive. SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY   1‐39   FIGURE 1‐17: SUMMARY OF FIXED‐OBJECT RELATED CRASHES BY LOCATION (2011 – 2015)    01234567St Lucie County LineHighland DrOslo RdVista Royale4 St8 St12 St15 Pl17 St20 St20 Pl11 Ave23 St26 St32 St37 St38 Ln41 St45 St53 St69 StCR 510Barber StSchumann DrCR 512 EB/SebastianCR 512 WB/SebastianMain StJackson StRoseland DrBrevard County LineTOTAL FIXED‐OBJECT CRASHES IN 5‐YEAR (2011‐2015)LOCATIONSUMMARY OF FIXED‐OBJECT RELATED CRASHES BY LOCATIONPDOInjuryFatal SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND  OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY   1‐40    Bus Vehicle Crashes  There were 7 total crashes involving bus vehicles along the US 1 corridor study area, shown on the map  in Figure 1‐18. Among the 7 crashes, 1 crash involved a school bus. Crash occurrence was distributed along  the US 1 corridor study area as follows: 2 crashes occurred at the intersection with 17th Street, 2 crashes  occurred at the intersection with 21 st Street, 1 crash occurred within the City of Sebastian, 1 crash occurred  at the intersection with Highland Drive, 1 crash occurred at intersection with 45th St. Crash types included:  5 rear end crashes, 1 left turn crash, 1 back into crash. A gra ph summarizing crashes involving bus vehicles  by location is shown in Figure 1‐19.   Pedestrian Crashes  There were 18 total crashes involving pedestrians along the US 1 corridor study area, shown on the map  in Figure 1‐20. Of the total 18 crashes, 7 of the pedestrian crashes occurred during nighttime and 1 crash  occurred under wet pavement conditions. Clustering appears south of the curve (21st St).  A graph  summarizing crashes involving pedestrians by location is shown in Figure 1‐21.  Bicycle Crashes  There were 36 total crashes involving bicyclists along the US 1 corridor study area, shown on the map in  Figure 1‐22. Of the 36 total crashes, 4 occurred during nighttime conditions and 3 occurred under wet  pavement conditions. Clustering of crashes involving bicyclists is seen north and south of the curve (21st  St) along US 1 in the City of Vero Beach. Based on 2009 – 2013 crash data and GIS‐based analysis, the  FDOT did not identify any portion of the SR 5/US 1 corridor on the top 25 pedestrian and bicycle crash  clusters. A graph summarizing crashes involving bicyclists by location is shown in Figure 1‐23.    Nighttime Conditions  Approximately 24% (294 crashes) of crashes occurred during nighttime (night/dusk/dawn) conditions,  which is lower than the statewide average of 30 percent. However, some major signalized intersections  have similar or higher nighttime crash rates than the statewide average, such as Oslo Road (30%), 4th  Street (41%), 45 Street (37%), 53 Street (29%), and CR‐510 Street (33%). A graph summarizing nighttime  crashes by location is shown in Figure 1‐24.  Wet Pavement Conditions  Approximately 12% (149 crashes) of total crashes occurred under wet pavement conditions, which is  lower than the statewide average of 18 percent, however, the intersection of SR 5/US 1 with 4th Street  had a 24% wet pavement crash rate. A graph summarizing wet pavement crashes by location is shown in  Figure 1‐25.  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND  OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY   1‐41      FIGURE 1‐18: BUS VEHICLE CRASH LOCATIONS (2011 – 2015)  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐42   FIGURE 1‐19: SUMMARY OF BUS VEHICLE CRASHES BY LOCATION (2011 – 2015) 012St Lucie County LineHighland DrOslo RdVista Royale4 St8 St12 St15 Pl17 St20 St20 Pl11 Ave23 St26 St32 St37 St38 Ln41 St45 St53 St69 StCR 510Barber StShumann DrCR 512 EB/SebastianCR 512 WB/SebastianMain StJackson StRoseland DrBrevard County LineTOTAL BUS VEHICLE CRASHES IN 5‐YEAR (2011‐2015)LOCATIONSUMMARY OF BUS VEHICLE CRASHES BY LOCATIONPDOInjuryFatal SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND  OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐43    FIGURE 1‐20: PEDESTRIAN CRASH LOCATIONS (2011 – 2015) SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐44   FIGURE 1‐21: SUMMARY OF PEDESTRIAN CRASHES BY LOCATION (2011 – 2015) 01234St Lucie County LineHighland DrOslo RdVista Royale4 St8 St12 St15 Pl17 St20 St20 Pl11 Ave23 St26 St32 St37 St38 Ln41 St45 St53 St69 StCR 510Barber StShumann DrCR 512 EB/SebastianCR 512 WB/SebastianMain StJackson StRoseland DrBrevard County LineTOTAL PEDESTRIAN INVOLVED CRASHES IN 5‐YEARS (2011‐2015)LOCATIONSUMMARY OF PEDESTRIAN CRASHES BY LOCATIONPDOInjuryFatal SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND  OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐45      FIGURE 1‐22: BICYCLE CRASH LOCATIONS (2011 – 2015)  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐46   FIGURE 1‐23: SUMMARY OF BICYCLE CRASHES BY LOCATION (2011 – 2015)0123St Lucie County LineHighland DrOslo RdVista Royale4 St8 St12 St15 Pl17 St20 St20 Pl11 Ave23 St26 St32 St37 St38 Ln41 St45 St53 St69 StCR 510Barber StShumann DrCR 512 EB/SebastianCR 512 WB/SebastianMain StJackson StRoseland DrBrevard County LineTOTALBICYCLE INVOLVED CRASHES IN 5 YEARS (2011‐2015)LOCATIONSUMMARY OF BICYCLE CRASHES BY LOCATIONPDOInjuryFatal SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐47   FIGURE 1‐24: SUMMARY OF NIGHTTIME CRASHES BY LOCATION (2011 – 2015) 0%10%20%30%40%50%60%70%80%90%100%0102030405060708090100St Lucie County LineBtw St Lucie County Line & Highland DrHighland DrBtw Highland Dr & Oslo RdOslo RdBtw Oslo Rd & Vista RoyaleVista RoyaleBtw Vista Royale & 4 St4 StBtw 4 St & 8 St8 StBtw 8 St & 12 St12 StBtw 12 St & 15 Pl15 PlBtw 15 Pl & 17 St17 StBtw 17 St & 20 St20 StBtw 20 St & 20 Pl20 PlBtw 20 Pl & 11 Ave11 AveBtw 11 Ave & 23 St23 StBtw 23 St & 26 St26 StBtw 26 St & 32 St32 StBtw 32 St & 37 St37 StBtw 37 St & 38 Ln38 LnBtw 38 Ln & 41 St41 StBtw 41 St & 45 St45 StBtw 45 St & 53 St53 StBtw 53 St & 69 St69 StBtw 69 St & CR 510CR 510Btw CR 510 & Barber StBarber StBtw Barber St & Shumann DrShumann DrBtw Shumann Dr & CR 512 EB/SebastianCR 512 EB/SebastianBtw CR 512 EB/Sebastian & CR 512 WB/SebastianCR 512 WB/SebastianBtw CR 512 WB/Sebastian & Main StMain StBtw Main St & Jackson StJackson StBtw Jackson St & Roseland DrRoseland DrBtw Roseland Dr & Brevard County LineBrevard County LinePERCENTAGE OF TOTAL CRASHES OCCURRING AT NIGHTTOTAL NIGHTTIME CRASHES IN 5‐YEAR (2011‐2015)LOCATIONSUMMARY OF NIGHTTIME CRASHES BY LOCATIONTotalsNighttime Crash % SECTION 1  BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐48 FIGURE 1‐25: SUMMARY OF WET PAVEMENT CRASHES BY LOCATION (2011 – 2015) 0%10%20%30%40%50%60%70%80%90%100%0102030405060708090100St Lucie County LineBtw St Lucie County Line & Highland DrHighland DrBtw Highland Dr & Oslo RdOslo RdBtw Oslo Rd & Vista RoyaleVista RoyaleBtw Vista Royale & 4 St4 StBtw 4 St & 8 St8 StBtw 8 St & 12 St12 StBtw 12 St & 15 Pl15 PlBtw 15 Pl & 17 St17 StBtw 17 St & 20 St20 StBtw 20 St & 20 Pl20 PlBtw 20 Pl & 11 Ave11 AveBtw 11 Ave & 23 St23 StBtw 23 St & 26 St26 StBtw 26 St & 32 St32 StBtw 32 St & 37 St37 StBtw 37 St & 38 Ln38 LnBtw 38 Ln & 41 St41 StBtw 41 St & 45 St45 StBtw 45 St & 53 St53 StBtw 53 St & 69 St69 StBtw 69 St & CR 510CR 510Btw CR 510 & Barber StBarber StBtw Barber St & Shumann DrShumann DrBtw Shumann Dr & CR 512 EB/SebastianCR 512 EB/SebastianBtw CR 512 EB/Sebastian & CR 512 WB/SebastianCR 512 WB/SebastianBtw CR 512 WB/Sebastian & Main StMain StBtw Main St & Jackson StJackson StBtw Jackson St & Roseland DrRoseland DrBtw Roseland Dr & Brevard County LineBrevard County LinePERCENTAGE OF TOTAL CRASHES UNDER WET PAVEMENT CONDITIONSTOTAL WET PAVEMENT CRASHES IN 5 YEARS (2011‐2015)LOCATIONSUMMARY OF WET PAVEMENT CRASHES BY LOCATIONTotalsWet Pave Crash % SECTION 1              BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐49  Red‐Light Crashes  Among the highest contributing causes (driver’s action at time of crash) documented in the crash data,  25% of crashes were attributed to “Operation of Motor Vehicle in Careless or Negligent Manner” (310  crashes), 22% of crashes were attributed to “Failure to Yield Right‐Of‐Way” (269 crashes), 8% of crashes  were attributed to “Following too Closely” (99 crashes), 7% of crashes were attributed to “Ran Red Light”  (90 crashes), and 4% of crashes were attributed to “Improper Turn” (50 crashes). There was a total of 310  crashes where “Careless or Negligent Manner " was noted. The intersection of US 1 with 20 Street has the  highest “Ran Red Light” crashes. There were no fatal crashes with a contributing cause of “Ran Red Light.”  The “Ran Red Light” crash summary by location for the referenced five‐year period is shown in Figure 1‐ 26.   Aging Road User Crashes  During stakeholder involvement, the potential for high aging road users along the US 1 corridor study area  was identified. The FDOT Safety Office defines Aging Road Users as the population of road users aged 65  and older. In the United States, there were 5,709 people 65 and older killed and estimated 221,000 injured  in motor vehicle traffic crashes in 2014. Aging road users made up 17th percent of all traffic fatalities and  9 percent of all people injured in traffic crashes in the United States in 2014. Based on the review of driver  and pedestrian ages, Table 7 shows a summary of crashes involving aging road users by type. A summary  of aging road user crashes by location is depicted in Figure 1‐27 and summarized in Table 1‐17.   TABLE 1‐17: SUMMARY OF AGING ROAD USER CRASHES BY CRASH TYPE  Crash Type 2011 2012 2013 2014 2015 5‐Year  Total %  Rear End 16 28 29 24 47 144 32.8%  Angle 14  21  21  38  37 131  29.8%  Left‐Turn 7 9 10 11 26 63 14.4%  Sideswipe 2  5  5  7  4 23  5.2%  Fixed‐Object 1 1 3 4 1 10 2.3%  Non‐Collisions 2  0  2  2  4 10  2.3%  Bicycle 0 2 2 1 4 9 2.1%  Pedestrian 0  2  4  0  2 8  1.8%  Head‐On 0 0 1 3 1 5 1.1%  Right‐Turn 1  0  1  1  1 4  0.9%  Non‐Fixed Object Collisions 1 0 0 2 0 3 0.7%  Backed Into 0  0  0  1  0 1  0.2%  Other 1 2 5 9 11 28 6.4%  Total 45  70  83  103  138  439  100%  Note: Average crashes per year were rounded to the nearest integer.  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐50   FIGURE 1‐26: SUMMARY OF RAN RED‐LIGHT CRASHES BY LOCATION (2011 – 2015) 0246810121416St Lucie County LineHighland DrOslo RdVista Royale4 St8 St12 St15 Pl17 St20 St20 Pl11 Ave23 St26 St32 St37 St38 Ln41 St45 St53 St69 StCR 510Barber StShumann DrCR 512 EB/SebastianCR 512 WB/SebastianMain StJackson StRoseland DrBrevard County LineTOTAL RAN RED‐LIGHT CRASHES IN 5 YEARS (2011‐2015)LOCATIONSUMMARY OF RAN RED‐LIGHT CRASHES BY LOCATIONPDOInjuryFatal SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐51   FIGURE 1‐27: SUMMARY OF AGING ROAD USER CRASHES BY LOCATION (2011 – 2015) 05101520253035St Lucie County LineHighland DrOslo RdVista Royale4 St8 St12 St15 Pl17 St20 St20 Pl11 Ave23 St26 St32 St37 St38 Ln41 St45 St53 St69 StCR 510Barber StSchumann DrCR 512 EB/SebastianCR 512 WB/SebastianMain StJackson StRoseland DrBrevard County LineTOTAL AGING ROADWAY USERS CRASHES IN 5‐YEAR (2011‐2015)LOCATIONSUMMARY OF AGING ROADWAY USERS CRASHES BY LOCATIONPDOInjuryFatal SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐52    Distracted Driving Crashes  Distracted driving has been designated as an emphasis area by the Florida Strategic Highway Safety Plan  (SHSP). According to the 2016 SHSP, “fatalities involved distracted driving increased 17 percent while  serious injuries increased 36 percent” between 2011 and 2015. The distracted crash statistics for the US  1 Corridor study area for the years 2011 to 2015 are summarized in Table 1‐18. Results indicate that  distracted driving may not be a significant probable cause applicable to the US 1 corridor study area,  however, consistent with the increasing number of crashes, the number of distracted driving crashes  continues to increase each year.  TABLE 1‐18: SUMMARY OF DISTRACTED DRIVER CRASHES BY CAUSE  Driver Distracted by (per Driver) 2011 2012 2013 2014 2015  Electronic Comm Device 2 2 0 3 6  Other Electronic Device 1 1 2 0 0  Other Inside the Vehicle 5 9 6 6 9  External Distraction (Outside) 4 6 8 6 5  Texting 0 0 0 0 0  Inattentive 2 16 9 20 28  Total 14 34 25 35 48    1.1.8 LEVEL OF SERVICE (LOS)  A review of the Level of Service (LOS) was conducted for the SR 5/US 1 corridor in Indian River County to  further  evaluate  the  existing  traffic  conditions  and  future  traffic conditions. A summary of major  intersection delays in seconds and LOS rating is summarized for both the existing LOS as well as for future  LOS. Each table below summarizes intersection delays in seconds and LOS ratings that are failing only.    2018 Major Intersections with Failing LOS (Approach Only)  Existing 2018 major intersections along SR 5/US 1 that have a failing LOS are shown below in Table 1‐19.  It is important to note that there are no major intersections with failing LOS, and that these intersections  have a failing LOS on approaches only. For example, the intersection of SR 5/US 1 17th Street in the  afternoon (PM) peak period traffic condition has a failing LOS for three out of four approaches (Eastbound,  Westbound, and Northbound), with an overall intersection LOS of D.   SECTION 1              BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐53  TABLE 1‐19: 2018 MAJOR INTERSECTIONS WITH FAILING LOS (APPROACH ONLY)  Intersection Approach  AM PM  Delay LOS Delay LOS Delay LOS Delay LOS  SR 5/US 1   &  CR 510/85  Street  EB 57.5 E  35.1 D  66.4 E  37.5 D  WB 54.2 D 63.2 E  NB 19.0 B 22.6 C  SB 24.8 C 26.3 C  SR 5/US 1   &  53 Street  EB 60.7 E  28.9 C  57.6 E  29.7 C  WB 46.7 D 58.9 E  NB 22.9 C 20.3 C  SB 18.2 B 17.8 B  SR 5/US 1   &  45 Street  EB 68.4 E  29.9 C  65.5 E  28.3 C  WB 40.4 D 41.0 D  NB 20.8 C 25.1 C  SB 27.3 C 20.9 C  SR 5/US 1   &  17 Street  EB 62.0 E  43.7 D  62.7 E  50.4 D  WB 64.1 E 60.1 E  NB 36.3 D 57.0 E  SB 34.1 C 29.4 C  SR 5/US 1   &  Oslo Road  EB 50.1 D  50.5 D  51.3 D  50.8 D  WB 65.9 E 69.8 E  NB 46.7 D 36.9 D  SB 56.1 E 57.9 E  Note: Failing LOS is emphasized in RED.  2040 Future Major Intersections with Failing LOS  Based on 2040 future traffic projections, there will be a total of four major intersections with US 1 (45th  Street, 17th Street, Oslo Road, and Barber Street), that are projected to have a failing intersection LOS. For  example, the data in Table 1‐20 below shows that the intersection of SR 5/US 1 and 17th Street is projected  to have failing intersection LOS (F) during both the morning (AM) and afternoon (PM) peak period traffic  conditions,  indicating  forced  traffic  flow,  stop‐and‐go  waves, poor  travel  times,  low  comfort  and  convenience, and increased accident exposure.   SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐54    TABLE 1‐20: 2040 FUTURE MAJOR INTERSECTIONS WITH FAILING LOS  Intersection Approach  AM PM  Delay LOS Delay LOS Delay LOS Delay LOS  SR 5/US 1   &  CR 510/85  Street  EB 78.8 E  53.1 D  61.4 E  47.0 D  WB 132.1 F 119.8 F  NB 23.4 C 22.6 C  SB 29.7 C 28.6 C  SR 5/US 1   &  53 Street  EB 72.2 E  38.0 D  59.3 E  35.2 D  WB 41.6 D 59.0 E  NB 34.6 C 23.8 C  SB 27.3 C 27.2 C  SR 5/US 1   &  45 Street  EB 73.5 E  68.5 E  68.4 E  50.5 D  WB 34.3 C 36.6 D  NB 233.1 C 61.6 E  SB 94.1 F 32.9 C  SR 5/US 1   &  17 Street  EB 68.3 E  142.5 F  69.2 E  97.9 F  WB 74.3 E 231.0 F  NB 233.1 F 52.5 D  SB 53.5 D 54.1 D  SR 5/US 1   &  Oslo Road  EB 60.7 E  65.0 E  62.1 E  66.2 E  WB 64.2 E 86.1 F  NB 82.6 F 42.2 D  SB 39.2 D 80.4 F  SR 5/US 1   &  Barber  Street  EB 415.8 F  58.5 E  344.6 F  37.2 D  WB 46.7 D 42.9 D  NB 13.1 B 16.5 B  SB 18.3 B 15.6 B  Note: Failing LOS is emphasized in RED.  Multimodal LOS  A planning‐level analysis was performed for the existing (2018) and future (2040) quality/level of service  (Q/LOS) of multimodal facilities for pedestrians, bicyclists, and transit users along the US 1 corridor,  using FDOT’s 2013 Quality/Level of Service Handbook. Results of this analysis can be seen in Appendix F.   SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐55      1.1.9 RIGHT‐OF‐WAY  Existing right‐of‐way (ROW) is an important consideration for both the development of and prioritization  of potential corridor improvements. Existing ROW along the SR 5/US 1 study area from the St. Lucie north  county line to the Brevard south county line was consolidated into Table 1‐21 below.   TABLE 1‐21: ROW INFORMATION  Begin  MP  End  MP  From To Length  (mile)  ROW  (ft)  0.00 0.60 St Lucie County Line Highland Drive 0.60 200  0.60 2.14 Highland Drive Oslo Rd 1.54 160  2.14 3.70 Oslo Rd 4 Street 1.56 212  3.70 4.53 4 Street 10 Street  0.83 100  4.53 5.93 10 Street  21 Street 1.40 80  5.93 7.88 21 Street 37 Street 1.95 70  7.88 7.95 37 Street 38 Street 0.07 125.5  7.95 8.50 38 Street 42 Street 0.55 120  8.50 8.60 42 Street 43 Street 0.10 150  8.60 9.65 43 Street 51 Street 1.05 120  9.65 9.93 51 Street 53 Street 0.28 160  9.93 13.8 53 Street 82 Street 3.87 120  13.80 14.23 82 Street CR 510 0.43 106  14.23 14.76 CR 510 50 Ave 0.53 106  14.76 18.75 50 Ave Harrison St. 3.98 120  18.75 20.36 Harrison St. Jackson St. 1.61 100  20.36 22.03 Jackson St. N. Indian River Dr. 1.67 120  22.03 22.21 N. Indian River Dr. South End of Bridge 0.18 446  22.21 22.27 South End of Bridge Brevard County Line 0.06 110                  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐56    1.1.10 PROGRAMMED IMPROVEMENTS  Existing, future, and planned transportation programmed improvements were reviewed for state, county,  and municipality plans and programs within the US 1 study corridor. Programmed improvements include:    The City of Vero Beach 5‐Year Capital Improvement Project (CIP) to replace a traffic signal, with  an estimated project completion of 2019;   A future roadway widening project along SR 5/US 1 from CR‐603/53 Street to CR‐510/85 Street  (MP 9.747 to MP 14.548), which will widen the road two lanes and include bike lanes and  sidewalks, with an estimated project completion of 2025;   An existing Retrofit Concept Planning phase along the entire SR 5/US 1 segment (MP 0.00 to MP  22.269), with an estimated project completion of 2018;   A future SR 5/US 1 at CR 612/8 Street (MP 4.23 to MP 4.24) project to extend the right lane, with  an estimated project completion of 2020;    A planned intersection improvement at the intersection of SR 5/US 1 at Aviation Blvd (MP 7.18),  with an estimated project completion of 2022; and   A future PD&E/EMO study along CR 510 from 58 Street to SR 5/US 1, with an estimated project  completion of 2023.  Table 1‐22 below summarizes the existing programmed improvements along the SR 5/US 1 study corridor,  while Figure 1‐28 shows a map of the projects/studies and their location.  TABLE 1‐22: PROGRAMMED IMPROVEMENTS  Project Limits  Vero Beach CIP SR 5/US 1 at 26 St (MP 6.794)  FM 441693.1 SR 5/US 1 at Aviation Blvd (MP 7.18)  FM 440822.1 SR 5/US 1 at CR 612/8 St (MP 4.23 ‐ MP 4.24)  FM 432783.2 Whole segment of SR 5/US 1 in Indian River County  FM 431724.1 CR 603/53 St to CR 510/85 St (MP 9.747 to MP 14.548)  FM 441692.1 Along CR 510 from 58 Street to SR 5/US 1    SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐57      FIGURE 1‐28: PROGRAMMED IMPROVEMENTS      SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐58    1.2 PLANS AND POLICY REVIEW  This section summarizes the review and analysis of available stakeholder documents, reports, and plans  as they relate to the US 1 study corridor area, including local land use, zoning and development codes,  community visioning and goals, as well as regional metropolitan planning programs, and socioeconomic  data in order to identify land use opportunities and barriers to support transit and non‐motorized mobility  options.  Local  and  regional  stakeholders  were  identified,  and  key  aspects  from  the  associated  documents/plans’ reviews that could potentially promote multimodal development along the SR 5/US 1  corridor study area are summarized under following categories:   Indian River County Metropolitan Planning Organization (MPO)   Local Agencies   Regional Agencies  1.2.1 INDIAN RIVER COUNTY METROPOLITAN PLANNING ORGANIZATION (MPO)  2040 Long Range Transportation Plan (LRTP)  FHWA defines an LRTP as the official intermodal transportation plan that is developed and adopted  through the metropolitan planning process for the metropolitan area, in accordance with 23 U.S.C. 134,  23 U.S.C. 135, and 49 U.S.C. 5303. A critical component of the LRTP is the inclusion of a financial plan for  securing sufficient revenues to cover the costs of implementing strategies. This is usually expressed in a  detailed Cost Feasible section of the LRTP. Cost Feasible projects are not necessarily funded, but based on  revenue  projections,  sufficient  funding  should  be  available  to fund  them  within  the  LRTP  horizon.  Additionally, when funding resources become available, the projects listed there will be explored. The  Indian River County 2040 LRTP projects that may impact the SR 5/US 1 corridor study area directly or  indirectly is listed in Table 1‐23.  TABLE 1‐23: LONG RANGE TRANSPORTATION PLANNED PROJECTS  (1) Partial ROW Acquisition  (2) Partial ROW Acquisition/Construction Cost  (3) ROW Acquisition/Construction Cost   (4) Construction Cost     Project Location Description  SR 5/US 1 from 53 Street to CR 510 (1)(2)(4) Widen from 6L from 4L  26 St/Aviation Blvd at SR 5/US 1 Intersection improvement  CR 510 at SR 5/US‐1 Intersection improvement  26 St at Aviation Blvd from 43 Ave to US 1 Widen to 4L from 2L  Indian River Blvd from SR 5/US 1 at 4 St to 37 St Widen to 4L from 2L  Roseland Rd from CR 512 to SR 5/US 1 Widen to 4L from 2L  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐59    2017 Priority Projects Report  The metropolitan planning process requires a list of priority projects to be submitted annually to the FDOT.  The MPO priorities are then considered for funding and used by the FDOT as the basis for developing the  annual  five‐year  work  program.    The  Indian  River  County  MPO  develops  lists  for  priority  highway,  congestion  management  process,  transportation  alternatives  (formerly  enhancement),  transit,  and  aviation projects. The following are the priority highway, priority congestion management process, and  priority transit projects along or impacting the US 1 corridor study area that were included in the 2017  Priority Projects Report are listed in Table 1‐24, Table 1‐25, and Table 1‐26.    Priority Highway Projects  TABLE 1‐24: PRIORITY HIGHWAY PROJECTS    Priority Congestion Management Process Projects  TABLE 1‐25: PRIORITY CONGESTION MANAGEMENT PROCESS (CMP) PROJECTS    Priority Transit Projects  TABLE 1‐26: PRIORITY TRANSIT PROJECTS       Priority # Project Location Description  2 CR 510 from 58 Ave to SR 5/US 1 Widen to 4L from 2L  4 SR 5/US 1 from 53 St to CR 510 Widen to 6L from 4L  7 Aviation Blvd at SR 5/US 1 Intersection improvement  Priority # Project Location Description  1 90% of most congested corridors in  county  Traffic monitoring system technology update  2 SR 5/US 1 at 8 St Construct southbound right‐hand turn lane  extension on SR 5/US 1 at 8 St  Priority # Project Location Description  2 System‐wide Expand M – F operating hours (6am – 8pm)  3 System‐wide Expand Saturday operating hours (8am – 6pm)   4 System‐wide Construct shelters and benches  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐60    Transportation Improvement Plan (FY 18/19‐22/23)  The FY 2018/19 – 2022/23 Transportation Improvement Plan (TIP) identifies federal and state funded  transportation projects programmed for Indian River County over the next five fiscal years, including  capital and noncapital surface transportation projects proposed for funding under Title 23 U.S.C. and Title  49 U.S.C. Chapter 53 (including bicycle facilities, sidewalks, and transportation alternatives projects). Also  included are regionally significant projects requiring an action by the Federal Highway Administration  (FHWA) or Federal Transit Administration (FTA) regardless of the funding source. The TIP is developed in  cooperation with FDOT and public transit operators in the county, who provide estimate of funds to  develop financial plans. The following projects that are along or impacting the SR 5/US 1 corridor study  area and were incorporated into the TIP are listed in Table 1‐27 below:  TABLE 1‐27: TRANSPORTATION IMPROVEMENT PLAN PROJECTS    Transit Development Plan 2018 Major Update Draft  The Transit Development Plan (TDP) describes the transit agency’s vision for public transportation, along  with an assessment of the transit needs and a staged implementation program to set priorities for  improvements. The Strategic Service Plan outlined in the TDP identifies needs for transit service and  specific improvements to meet those needs over a ten‐year period. A document review took place of the  TDP 2018 Major Update Draft as it was not approved by the Indian River County Board of County  Commissioners until October of 2018. Key service improvements identified in the TDP 2018 Major Update  Draft that may affect the SR 5/US 1 corridor study area are included in Table 1‐28 below:   TABLE 1‐28: TRANSPORTATION DEVELOPMENT PLAN PROJECTS    Project Location Description  SR 5/US 1 from 53 St to CR 510 Widen to 6L from 4L  SR 5/US 1 and Aviation Blvd Intersection improvement  CR 510 from 58 Ave to SR 5/US 1 Widen to 4L from 2L  Project Location Description  System‐wide Extend weekday and Saturday operations  System‐wide Implement Sunday operations  High‐performing Routes Improve service frequencies to achieve thirty‐minute headways  SR 5/US 1 at CR 510 New route connecting Fellsmere and Sebastian to the barrier island via  SR 5/US 1 and the CR 5310 (Wabasso) Causeway  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐61    FY 18/19 Transportation Disadvantaged Service Plan   The Transportation Disadvantaged Service Plan is updated annually by the MPO and provides a five‐year  technical service delivery plan providing for the development and implementation of services, and quality  assurances of the service, as it relates to transportation disadvantaged planning activities. The following  goals in Table 1‐29 below were included in the marketing component of the service plan to attract riders  and build support for the Indian River Transit Public Transportation System which have the potential to  impact the SR 5/US 1 corridor study area:   TABLE 1‐29: TRANSPORTATION DISADVANTAGE SERVICE PLAN PROJECTS  2015 Bicycle and Pedestrian Master Plan   The MPO’s Bicycle and Pedestrian Master Plan guides the identification,  prioritization,  and  implementation of bicycle and pedestrian projects. The plan provides and evaluation of existing conditions  on the Indian  River County’s major roadway network, identifies gaps  in  the  bicycle  and  pedestrian  transportation network, and sets a prioritized action plan for improving the efficiency and safety of the  bicycle and pedestrian transportation network.      Goal # Project Location Description  6 System‐Wide Design a user information system with maps,  schedules, signage  10  System‐Wide  Establish and implement work trip incentive  programs with private business and  governmental agencies  11 Residential/Commercial Developments Construct 10 bus shelters  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐62    Sidewalk Projects  The following sidewalk projects in Table 1‐30 are the primary projects (Tier 1, 2, and 3) included in the  Pedestrian Study Network Recommendations and Prioritization that are along or may impact the US 1  corridor study area:   TABLE 1‐30: SIDEWALK PROJECT LOCATIONS       Project Location Description  SR 5/US 1 from 8 St to 10 St Sidewalks – both sides  41 St from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  45 St from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  49 St from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  8 St from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  SR 5/US 1 from Indian River Blvd at 4 St to 8 St Sidewalks – both sides  Aviation Blvd from Airport Dr to SR 5/US 1 Canal – Wide Sidewalk – one side  Highland Dr from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  53 St from SR 5/US 1 to Indian River Blvd Sidewalks – both sides  41 St from SR 5/US 1 to Indian River Blvd Canal – Wide Sidewalk – one side  1 St from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  Indian River Blvd from 4 St at SR 5/US 1 to 12 St SR 5/US 1 Canal – Wide Sidewalk – one side  69 St from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  SR 5/US 1 from 65 St to 69 St Sidewalks – both sides  77 St from Old Dixie Hwy to SR 5/US 1 Sidewalks – both sides  Barber St from SR 5/US 1 to Schumann Dr Sidewalks – both sides  26 St from SR 5/US 1 to Country Club Dr Sidewalks – both sides  CR 510 from 58 Ave to SR 5/US 1 Sidewalks – both sides  SR 5/US 1 from 69 St to Old Dixie Hwy Sidewalks – both sides  SR 5/US 1 from 49 St to 65 St Sidewalks – both sides  Roseland Rd from North Sebastian City Limit to SR 5/US 1 Sidewalks – both sides  Indian River Blvd from 37 St to SR 5/US 1 at 53 St Sidewalks – both sides  CR 510 from SR 5/US 1 to SR AIA Sidewalks – both sides  Indian River Dr from SR 5/US 1 North to Main St Sidewalks – both sides  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐63    Bicycle Projects  The following bicycle projects in Table 1‐31 below are the primary projects (Tier 1, 2, and 3) included in  the Bicycle Study Network Recommendations and Prioritization that are along or may impact the US 1  corridor study area:   TABLE 1‐31: BICYCLE PROJECTS  Project Location Description  SR 5/US 1 from S. Vero Beach City Limit to 17 St Roadway restripe candidate  SR 5/US 1 from 10 St to 12 St Roadway restripe candidate  SR 5/US 1 from 17 St to SR 60 Roadway restripe candidate  SR 5/US 1 from 12 St to South Vero Beach City Limit Roadway restripe candidate  4 St from Old Dixie Hwy to SR 5/US 1 Roadway restripe candidate  12 St from SR 5/US 1 to Indian River Blvd Roadway restripe candidate  8 St from Old Dixie Hwy to SR 5/US 1 Add paved shoulders candidate  Highland Dr from Old Dixie Hwy to SR 5/US 1 Add paved shoulders candidate  Old Dixie Hwy from S. Vero Beach City Limits to 16/17 St Add paved shoulders candidate  Highland Drive from Old Dixie Hwy to SR 5/US 1 Add paved shoulders candidate  21 St from SR 5/US 1 to Indian River Blvd Road diet candidate  Schumann Dr from Englar Dr to SR 5/US 1 Roadway restripe candidate  Old Dixie Hwy from 12 St to S Vero Beach City Limits Add paved shoulders candidate  Old Dixie Hwy from 16/17 St to SR. 60 EB Add paved shoulders candidate  1 St from Old Dixie Hwy to SR 5/US 1 Add paved shoulders candidate  77 St from Old Dixie Hwy to SR 5/US 1 Add paved shoulders candidate  SR 5/US 1 from 23 St to 26 St Detailed corridor study needed  Old Dixie Hwy from S. County Line to Oslo Rd/9 St SW Add paved shoulders candidate  23 St from SR 5/US 1 to Royal Palm Blvd Detailed corridor study needed  SR 5/US 1from 26 St to Aviation Blvd Detailed corridor study needed  26 St from 20 Ave to SR 5/US 1 Detailed corridor study needed  SR 5/US 1 from Aviation Blvd to 37 St Detailed corridor study needed  23 St from 20 Ave to SR 5/US 1 Detailed corridor study needed  65 St from Old Dixie Hwy to SR 5/US 1 Detailed corridor study needed  SR 5/US 1 from SR 60 to Royal Palm Pl Detailed corridor study needed  Aviation Blvd from Airport Dr to SR 5/US 1 Detailed corridor study needed  Royal Palm Pl from SR 5/US 1 to Indian River Blvd Detailed corridor study needed  Royal Palm Blvd from Royal Palm Pl to Indian River Blvd Detailed corridor study needed  Main St from Fleming St to SR 5/US 1 Detailed corridor study needed  Barber St from SR 5/US 1 to Schumann Dr Detailed corridor study needed  Indian River Dr from Main St to SR 5/US 1 South Detailed corridor study needed  Indian River Dr from SR 5/US 1 North to Main St Detailed corridor study needed  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐64    Indian River County 2009 Congestion Management Process (CMP) Plan  The CMP recommends projects that may include signalization improvements, channelization measures,  turn  lane  restrictions,  transit  improvements,  and  other  strategies  to  make  existing  and  future  transportation systems operate more efficiently and to achieve and maintain level of service standards.  The segment of Indian River Blvd from 4th Street to 37th Street was identified in the CMP as Priority  Corridor #2, which may indirectly affect the US 1 corridor study area as a potential parallel route for  multimodal opportunities.    1.2.2 LOCAL AGENCIES  City of Vero Beach 2035 Comprehensive Plan  A review of the City of Vero Beach Comprehensive Plan was conducted. The goals, objectives, and policies  contained in the City’s Comprehensive Plan that are directly and/or indirectly related to the SR 5/US 1  corridor and potential multimodal improvements are listed in Table 1‐32.      SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐65    TABLE 1‐32: CITY OF VERO BEACH COMPREHENSIVE PLAN  Transportation Element  Policy Objective Details  2.8  Safety  Where  appropriate  and  financially  feasible,  the  City  should  consider  applying  “complete  street”  techniques  in  the  design  and  operation  of  streets and use right‐of‐way to provide safe access for all users, including  pedestrians, bicyclists, motorists, and transit riders of all ages and abilities.  3.6 Multimodal  Transportation  System  Consider bicycle and pedestrian modes.  3.7 Multimodal  Transportation  System  Implementation of roadway design standards and effective transportation  mode options that enhance efficient person‐trip and vehicular movements  and reduces accident potential.  3.13 Multimodal  Transportation  System  The City shall ensure adequate multi‐modal access to the Vero Beach  Regional Airport, any future passenger rail station, transit transfer points,  and  other  intermodal  facilities  by  supporting  roadway  and  transit  improvements identified.   4.1  Traffic  Management  Maximize utilization of existing roadway capacity and reduce peak period  congestion  by  implementing,  to  the  maximum  extent  feasible,  traffic  operation  improvements  and  transportation  systems  management  alternatives  including,  but  not  limited  to:  improving  signal  timing,  intersection signing, markings, channelization, turn lane restrictions, and  other strategies.   5.3 Right‐of‐Way  Needs and  Protection  Need for future ROW should be identified and acquired where necessary  for  future  transportation  improvements  identified  in  the  adopted  comprehensive plan.   6.2  Community/  Neighborhood  Integrity  In  areas  where  minor  and  principal  arterial  roadways  and  their  intersections adversely affect existing neighborhoods (roadways severing  existing neighborhoods or producing more traffic other than local traffic  using  roadways),  the  City  should  1)  review  feasibility  of  relocating  roadways,  and  limit  number  of  roadway  connections  and  accesses, 2)  where appropriate and financially feasible, the City shall implement traffic  calming improvements, and/or 3) the City may provide landscaped buffers,  berms, and other buffers.  9.4 Energy  Conservation  and  Environmental  Protection  The City should pursue and support transportation programs that help to  maintain or improve air quality and conserve energy by working with the  Indian  River  County  MPO  and  member  organizations  to  implement  strategies and programs to reduce vehicle miles travelled, and increase  transit ridership, the modal split of non‐automobile work trips, and the  occupancy of automobile work trips.     City of Sebastian Comprehensive Plan  A review of the City of Sebastian Comprehensive Plan was conducted. The goals, objectives, and policies  contained in the City’s Comprehensive Plan that are directly and/or indirectly related to the SR 5/US 1  corridor and potential multimodal improvements are listed in Table 1‐33.   SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐66    TABLE 1‐33: CITY OF SEBASTIAN COMPREHENSIVE PLAN  Future Land Use Element  Policy Description Details  1‐2.2.4 Provide  Appropriate  Location for  Office  Development  The  Zoning  Map  and  land  development  regulations  shall  direct  office  development to accessible sites on SR 5/US 1 and CR 512. Office  development  may serve as a transitional use separating more intensive commercial uses  from residential development. Office development shall also locate along the  outer fringe of the Downtown area where such development may encourage  reinvestment in declining residential areas surrounding the business district.   1‐2.9.2  Managing  Development  Within the  Riverfront  CRA  The  City’s  land  development  regulations  shall  maintain  performance  standards for the Riverfront CRA area, defined as the area of the City east of  the railroad tracks from the north City limit to the south City limit on SR 5/US  1, to ensure that land development activities, resource conservation, and  infrastructure issues are managed in a manner that will consider the needs of  all  the  citizens  of  Sebastian  –  youth,  seniors,  residents,  businessmen,  sportsmen, etc.; develop a mixture of uses and a variety of opportunities for  recreational,  residential  and  commercial  uses;  encourage  progress  while  protecting  property  rights;  and protect  the  environment  while  fostering  compatible uses. The land development regulations shall encourage a mix of  uses and enforce the “Old Florida Fishing Village” design theme within the  Riverfront CRA.   1‐2.9.7 Reinforce  and Enhance  Appearance  of City  Gateways  along the SR  5/US 1 and  CR 512  Corridors  The  City,  together  with  the  private  sector,  shall  continue  to  introduce  landscaping and urban sign amenities along gateways to the City particularly  the  SR  5/US  1  and  CR  512  corridors.  Such  enhancements  shall  include  application  of  community  appearance  criteria  which  reinforces  good  principles of design as well as preserving unique characteristics and open  space for scenic vistas. The gateway improvements shall also address the  implementation  of  uniform  streetscape  amenities,  enhanced  signage  and  intersection improvements.   Transportation Element 1.5.9 Connectivity The City shall require that future subdivisions with 25 units or more, at a  minimum, have at least two (2) points of access open to motor vehicle traffic.  1.5.10  Connectivity  New subdivisions shall be required to “stub‐out” to adjoining undeveloped  lands to promote road connectivity, and to connect to existing roadways that  are “stubbed‐out” at their boundaries.   1.5.11  Connectivity  The  City  shall  establish  access  management  standards  in  the  land  development  regulations  to  ensure  appropriate  access  to  the  City’s  transportation system. Standards may include the requirement of joint‐use  driveways and/or cross access easements to access sites.   1.5.12  Connectivity  The City shall preserve the movement function of the major thoroughfare  system by requiring development of parallel roads or cross access easements  to connect developments as they are permitted along major roads.   SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐67    Gifford Neighborhood Plan 2014  As a census‐designated place located in unincorporated Indian River County, the southeastern boundary  of the Gifford neighborhood area stretches east of US 1. The purpose of the Gifford Neighborhood Plan is  to identify and address problems that are important to the residents of Gifford and was updated in 2014  as directed by the Board of County Commissioners. The strategies and actions are consistent with the  policies  and  objectives  of  the  County’s  Comprehensive  Plan,  and  include:  housing  and  property  maintenance,  community  and  economic  development,  infrastructure,  communication,  and  land  use/zoning patterns.  Wabasso Corridor Plan 2017  Wabasso is an unincorporated historic community centered along the intersection of US 1 and CR 510/85  St. While an unincorporated census‐designated place, its proximity to the confluence of north/south,  east/west, and mainland/island traffic routes indicate that this area may experience substantial growth  and has potential for re‐development in the future. Some of the relevant topics of concern in the Wabasso  Corridor Plan include: infrastructure, communication, land use/zoning/and development, and community  identity.  1.2.3 REGIONAL AGENCIES  2040 Regional Long‐Range Transportation Plan (RLRTP)  The 2040 Treasure Coast RLRTP combines the regional projects from the local transportation plans for  Martin, St. Lucie, and Indian River counties to create a regional overlay that provides an integrated long‐ term transportation plan for the regional transportation network. The 2040 RLRTP designates the US 1  corridor study area as a primary regional facility on its regional transportation network, as the US 1 study  corridor is a principal arterial facility, traverses multiple counties along the Treasure Coast, and serves as  an evacuation route. The US 1 Multimodal Corridor Retrofit study was prioritized in the 2040 RLRTP as the  number 3 regional roadway need, and ranked number 3 on the list of roadway projects for freight needs  and priorities. Additional 2040 RLRTP regional needs that are directly and/or indirectly related to the SR  5/US 1 corridor and potential multimodal improvements are listed in Table 1‐34 and Table 1‐35.  TABLE 1‐34: REGIONAL TRANSIT NEEDS  Project Location Description  US 1 from Hobe Sound to Sebastian Bus Rapid Transit (BRT) with 2‐mile spacing between stops  SECTION 1                                                           BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐68    TABLE 1‐35: REGIONAL NON‐MOTORIZED NEEDS  SR 5/US 1 Multimodal Corridor Study – Martin and St. Lucie Counties  The principal element of the SR 5/US 1 Multimodal Corridor Study in Martin and St. Lucie counties was  balancing the local/community needs with the need to continue to support longer‐distance trip‐making  along SR 5/US 1. The following corridor wide strategies were identified as best practices for the SR 5/US  1 corridor’s within Martin and St. Lucie counties:     Intersection/crosswalk area lighting   High‐emphasis crosswalk markings   Turning vehicle yield to pedestrian signage   Countdown pedestrian signals   Modern right‐turn channelization islands    1.3 SUMMARY OF CHALLENGES AND OPPORTUNITIES  This section provides a summary of identified challenges and opportunities identified throughout the US  1 corridor study area. Overall, existing challenges to congestion remain as population increases. Potential  opportunities have been organized into the following sections:     Operational/Capacity   Safety   Aging Road Users   Multimodal   Transportation Demand Management   Continued Stakeholder Coordination  Operational/Capacity  Based on the operational analysis of level of service, opportunities for short‐term operational and capacity  improvements, such as signal optimization or queue analysis, exist. In addition, specific programmed long‐ term improvements have the potential to incorporate multimodal components within them. Operational  improvements such as signal timing optimizations reduces delays and the overall travel time along the  Project Location Description  Roseland Rd from CR 512 to SR 5/US 1 Bike Lanes/Sidewalks  SR 5/US 1 from 27 St to CR 510 Bike Lanes/Sidewalks  26 St/Aviation Blvd from 66 Ave to SR 5/US 1 Bike Lanes/Sidewalks  SR 5/US 1 from 4 St/Indian River Blvd to 8 St Sidewalks  53 St/Indian River Blvd from SR 5/US 1 to Indian River Blvd Sidewalks  SECTION 1              BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐69  corridor. Other improvements to lane configurations have the potential to reduce conflicts, friction, and  increase storage. Ultimately, a majority percentage of passenger and truck vehicle northbound trips are  generated along US 1 with destinations to the Florida Ridge area. Given the limited existing land uses  within the Florida Ridge area, and the nearest east‐west arteri al connection to the interstate further south  at Indrio Rd, it is possible that these trips are long‐distance trips, with a portion of the trip being taken  along US 1, and the remainder of the trip being taken along Interstate 95 by way of Oslo Rd (Florida Ridge  area).   Safety  Safety is a major priority for all intersections and segments throughout the corridor, and there were  special considerations given due to the high percentage of aging road users. Opportunities exist to  emphasize visual signage and pavement markings to facilitate aging road user direction, and locations to  give commuters advanced warning. Additional opportunities to enhance pedestrian safety exist such as  pedestrian Islands and pedestrian count down signals which reduce the distance traversed and give a  visual countdown of remaining time before vehicular conflict.   Aging Roadway Users  In addition to the high percentage of crashes involving aging road users along the US 1 corridor study area  (36%), the FDOT’s Safe Mobility for Life program ranked Indian River County number 20 out of 67 counties  in the state of Florida based on the crash rate per 1,000 persons aged 65 and older. This indicates a higher  frequency of crashes when controlling for population size. Opportunities exist to improve the roadway  environment to better accommodate the safety, access, and mobility of aging road users, in addition to  coordinating these efforts with existing state‐wide programs.   Multimodal  The  analysis  of  existing  multimodal  infrastructure  for  transit, pedestrians and bicyclists identified  opportunities to construct new multimodal infrastructure, as well as enhance the existing multimodal  network. However, challenges to multimodal potential for bicycle infrastructure along the US 1 corridor  study area include limited right‐of‐way, and constraints from Florida East Coast railroad along the west  side of the corridor in certain areas. As corridor‐level multimodal improvements are developed, the  effects on parallel arterials and streets are an important consideration, and opportunities for multimodal  operations on parallel US 1 routes may exist along: Indian River Boulevard, S Dixie Highway, and the  proposed Aviation Boulevard extension. A review of existing and future land use for the cities of Vero  Beach and Sebastian found there is no mention of transit‐oriented development, however, there are areas  zoned for mixed‐use in Vero Beach that generally coincide with the GoLine’s current route network, and  SECTION 1              BASELINE ASSESSMENT, CHALLENGES AND OPPORTUNITIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 1‐70  areas zoned in Sebastian surrounding the US 1 CRA boundary that is primarily riverfront mixed‐use, and  and nearby land to the east is zoned for commercial, institutional, and medium density residential uses.  Additional opportunities exist to coordinate and incorporate multimodal transportation options within  the  long‐term  planning  process.  For  example,  incorporating  Transit  Oriented  Development  (TOD)  strategies  within  local  planning  processes  can  support  a  variety  of  community  livability  goals  like  increasing transportation choices, encouraging reinvestment and redevelopment in existing urban areas,  and supporting placemaking.   Transportation Demand Management  Transportation Demand Management (TDM) strategies and policies can help accommodate increasing  growth while preserving quality of life by reducing travel demand or redistributing demand in time or  space. Given the diversification of ride‐hailing firms into rideshare providers, opportunities may exist to  encourage shifting single‐occupancy vehicle mode user behavior. Additionally, municipal land use and  parking policies may be important mechanisms for influencing demand, therefore opportunities exist to  incorporate TDM strategies that support local community goals for livability, mobility, and resiliency at  the local planning level.   Continued Stakeholder Coordination  The document review of local municipalities’ comprehensive plans, as well as existing/future land uses,  indicates  that  there  are  existing  opportunities  for  mixed‐use  development  consisting  of  integrated  residential and commercial uses along US 1. Land use, in conjunction with other strategies and activities  involving local stakeholders—such as the Indian River County MPO’s transportation plans and studies,  local government Comprehensive Plans, locally prepared feasibility studies, the Transit Development Plan,  and local Community Redevelopment Agencies (CRA)—provides potential for local government and other  stakeholders to protect and enhance transportation networks, connectivity, and options. Emphasizing  non‐SOV modes—such as transit, biking, and walking—can positively impact and support areas of mixed‐ use and higher intensity of land uses that can ultimately be beneficial for placemaking and economic  activity.   For example, a portion of the US 1 corridor study area lies within the City of Sebastian’s Community  Development Area (CRA), which aims to enhance the economy of Sebastian and preserve its history  through project improvements that typically range from increased lighting, landscaping, adding and/or  improving on‐street parking, wayfarer directional signage, etc.; these types of improvements help to  reinforce a strong “sense of place” and encourage economic development.              Indian River County  SR 5/US 1 Multimodal Corridor Study        Section 2  Recommendations and Strategies  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐1    SECTION CONTENTS  2  RECOMMENDATIONS AND STRATEGIES ............................................................................................ 2‐3  2.1  STAKEHOLDER PARTICIPATION .................................................................................................. 2‐4  2.2  CORRIDOR‐WIDE RECOMMENDATIONS AND STRATEGIES ........................................................ 2‐4  2.2.1  SAFETY ................................................................................................................................ 2‐5  2.2.2  MULTIMODAL FACILITIES ................................................................................................. 2‐12  2.2.3  TRANSPORTATION DEMAND MANAGEMENT STRATEGIES ............................................. 2‐17  2.2.4  CONTINUED STAKEHOLDER COORDINATION .................................................................. 2‐19  2.3  SITE‐SPECIFIC PROJECT RECOMMENDATIONS ......................................................................... 2‐21  2.3.1  BREVARD COUNTY LINE TO BARBER STREET ................................................................... 2‐22  2.3.2  BARBER STREET TO 85 STREET ......................................................................................... 2‐23  2.3.3  85 STREET TO 53 STREET .................................................................................................. 2‐24  2.3.4  53 STREET TO 45 STREET .................................................................................................. 2‐24  2.3.5  45 STREET TO 37 STREET .................................................................................................. 2‐25  2.3.6  37 STREET TO 17 STREET .................................................................................................. 2‐25  2.3.7  17 STREET TO OSLO ROAD ............................................................................................... 2‐27  2.3.8  OSLO ROAD TO ST. LUCIE COUNTY LINE .......................................................................... 2‐29    SECTION FIGURES  FIGURE 2‐1: OVERVIEW OF RECOMMENDATIONS .................................................................................... 2‐3  FIGURE 2‐3: RECOMMENDED OVER HEAD YIELD ON GREEN SIGN ........................................................... 2‐7  FIGURE 2‐4: RECOMMENDED LANE USE SIGNS AND YIELD TO PEDESTRIAN SIGN ................................... 2‐8  FIGURE 2‐7: RECOMMENDED KEEP RIGHT MEDIAN SEPARATOR SIGNS ................................................... 2‐8  FIGURE 2‐5: RECOMMENDED PEDESTRIAN COUNTDOWN SIGNAL SIGN................................................ 2‐12  FIGURE 2‐6: PROPOSED ALTERNATIVE BIKE LANE ROUTE ....................................................................... 2‐14  FIGURE 2‐7: PROPOSED BUS STOP SHELTER AND ACCESS....................................................................... 2‐15  FIGURE 2‐8: PROPOSED BUS STOP IMPROVEMENT ................................................................................ 2‐16  FIGURE 2‐9: U‐TURN OPPORTUNITY ........................................................................................................ 2‐20        SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐2    SECTION TABLES  TABLE 2‐1: ACCESS MANAGEMENT CLASSIFICATION STANDARDS ......................................................... 2‐19  TABLE 2‐2: BREVARD COUNTY LINE TO BARBER ST RECOMMENDATIONS ............................................. 2‐22  TABLE 2‐3: BARBER STREET TO 85 STREET RECOMMENDATIONS ........................................................... 2‐23  TABLE 2‐4: 85 STREET TO 53 STREET RECOMMENDATIONS .................................................................... 2‐24  TABLE 2‐5: 53 STREET TO 45 STREET RECOMMENDATIONS .................................................................... 2‐24  TABLE 2‐6: 45 STREET TO 37 STREET RECOMMENDATION ..................................................................... 2‐25  TABLE 2‐7: 37 STREET TO 17 STREET RECOMMENDATIONS .................................................................... 2‐26  TABLE 2‐8: 17 STREET TO OSLO ROAD RECOMMENDATIONS ................................................................. 2‐27  TABLE 2‐9: OSLO ROAD TO ST. LUCIE COUNTY LINE RECOMMENDATIONS ............................................ 2‐29     SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐3    2 RECOMMENDATIONS AND STRATEGIES  Based on the challenges and opportunities identified in Section 1, planning‐level recommendations and  strategies were developed for the US 1 corridor study area, including multimodal infrastructure projects  as well as operational and safety improvements for vehicles, aging road users, pedestrians, and bicyclists.  Stakeholder input for the preliminary strategies and recommendations was received from Study Advisory  Committee, including individuals at the local municipality and county levels, as well as regional levels from  the metropolitan planning organization, regional transportation council, and the FDOT. The preliminary  recommendations were further refined into short‐term and long‐term recommendations and provided  planning‐level cost estimates. A full list of the project recommendations with cost estimates is included in  Appendix G. Figure 2‐1 below illustrates an overview of the recommendations.  Each project recommendation is classified based on the following estimated implementation timeframes:   Short‐term (0 – 5 years): Potentially requires minimal environmental review, limited right‐of‐way,  minor design work that may include impacts to signals, drainage structures, utilities, or a low‐cost  strategy that can be implemented in the short‐term. Generally, with the exception of a project  requiring limited right‐of‐way, these may be implemented through push‐button or maintenance  contracts. For example, constructing a sidewalk within existing right‐of‐way and similar projects  should take approximately 0 to 5 years.    Long‐term (5+ years): Potentially requires an environmental review (PD&E study), right‐of‐way,  major reconstruction or widening including signals, drainage structures, utilities, or a strategy  involving longer‐term planning. For example, capacity improvements that add lanes and similar  projects should take approximately 5 or more years.   FIGURE 2‐1: OVERVIEW OF RECOMMENDATIONS  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐4    General cost ranges are also applied to each recommended improvement, and are categorized as follows:   Low: Less than $50,000   Medium: Less than $250,000   High: Greater than $250,000  All recommendations are in accordance with the FDOT Design Manual (FDM), Manual on Uniform Traffic  Control Devices (MUTCD), FDOT Practical Design Handbook and Handbook for Designing Roadways for  the Aging Population. The remainder of this section will be organized into the following subsections:    Stakeholder Participation   Corridor‐wide Strategies and Recommendations   Site‐specific Recommendations  2.1 STAKEHOLDER PARTICIPATION  A list of the preliminary recommendations was presented to the stakeholders participating in the Study  Advisory Committee, as well as the Indian River MPO’s Technical Advisory Committee on September 28,  2018. The preliminary recommendations were also shared with the Indian River MPO’s Citizens Advisory  Committee on October 2, 2018. After a comment period of two weeks, a total of 28 comments were  received. Some stakeholder comments were informative in nature: verifying northbound/southbound bus  stops along the US 1 corridor that did not exist or existed within abutting shopping center parking lots;  indicating intersection locations with high crashes or observed turn‐lane stacking, or other safety‐based  observations  and  concerns.  All  stakeholder  comments  were  considered  for  inclusion  into  project  recommendations, corridor‐wide strategies, or require additional internal coordination with the FDOT  and/or other stakeholders. All stakeholder  comments,  responses and  appropriate  follow‐up  are  documented in Appendix H.   2.2 CORRIDOR‐WIDE RECOMMENDATIONS AND STRATEGIES  Corridor‐wide strategies and recommendations include descriptions of best practices for project‐based  recommendations to be applied at locations throughout the US 1 corridor study area, as well as strategies  to be considered and implemented throughout the corridor and regional systems. Section 2.2 is organized  into the following:   Safety   Multimodal Improvements  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐5     Transportation Demand Management   Continued Stakeholder Coordination  2.2.1 SAFETY  Safety improvements were identified for traffic operations based on the review of existing conditions,  analysis of available crash data, signal timing, and the FDOT traffic information. It is important to note  that many safety recommendations were made considering the relatively high rate of crashes that involve  Aging Road Users, including:    Crosswalk and pavement markings   Signs, lettering, and reflective boarders   Aging Road Users   Motorcyclists  Crosswalk & Pavement Markings  Visibly enhanced crosswalk features designate a crossing area for pedestrians and drivers. The preferred  recommended crosswalk is the special emphasis crosswalk (FDM 222.2.3.1 compliance in Figure 2‐2) since  it provides the most surface area for visibility. This visibility improves the distance in which drivers are  alert to the presence of a crossing. Standard pedestrian crosswalks are recommended for unsignalized  intersections while special emphasis pedestrian crosswalks are recommended for signalized intersections.    FIGURE 2‐2: RECOMMENDED SPECIAL EMPHASIS CROSSWALKS  SECTION 2                RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY 2‐6  Based on the review of the skid data, southbound lanes have a friction number equal or higher than 35  and northbound lanes have a friction number equal or higher than 37 and skid status code of 9. Above  statewide average crashes (18%) during wet pavement conditions occurred at US 1 at 4th St (24%). It is  recommended to perform hydroplaning analysis for the intersection of US 1 at 4 th St since more than three  (3)lanes are sloped in the same direction. The following are the corridor‐wide recommendations for crosswalk and pavement markings: Install detectable warning surface mats on the pedestrian ramps on all corners of all signalized intersections. (MUTCD) Install pavement marking guidelines for all left‐turning movements at signalized intersections per MUTCD Section 3B.08. Consider installing high friction surface treatments (HFST) on horizontal curves. (MUTCD) Install contract  markings  along  the  study  segment  which  has  the  light  pavement  color  per guidance from MUTCD Section 3A.05. To maintain visibility under adverse driving conditions, using highly retroreflective marking material is recommended. Install route shields via pavement marking approaching high traffic intersections. Install guideline extensions for through lanes at skewed signalized intersections and left‐turn lanes at all signalized intersections. Install offset medians where applicable. Signs, Lettering, & Reflective Borders  The addition of signage provides drivers with visual warning and reminders of what to expect ahead, and  how to maneuver their vehicle. Advance warning signs prepare commuters to merge prior to lanes ending,  prepare commuters to stop at an approaching signal (where signal heads are not visible around vertical  and horizontal curves), and to denote right of way (yield to pedestrian signs). Signage can be over  stimulating and could result in the commuter becoming desensitize and noncompliant to roadway safety  instruction. Signage installation on the mast arm will be determined based on the structural analysis of  the existing signal assembly and feasibility. Recommended signages are as follows:  Consider using bold format on the IISNS sign on the mast arms with minimum letter heights of 1 inch per MUTCD at all signalized intersections along US 1. Consider overhead‐mount street name signs at major intersections as a supplement to ground‐ mounted street name signs. SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐7     Consider installing a “LEFT TURN YIELD ON GREEN” (MUTCD R10‐12) sign on the mast arm at the  intersection which the circular green is used as the permissive  indication  of  a  protected/permissive left‐turn. (Figure 2‐3)   Consider overhead placement of lane‐use control signs (R3‐5 and R3‐6 Series) on the mast arm as  a supplement to pavement marking guidelines. (Figure 2‐4)   Consider replacing the advance street name sign (MUTCD D3‐2) with minimum letter heights of 8  inches for uppercase letters and 6 inches for lowercase letters per MUTCD in advance of all  signalized intersections.   Consider installing of a backplate with yellow retro‐reflective borders for all signal heads on the  mast arm.   Install ground mounted “TURNING VEHICLES YIELD TO PEDESTRIANS” (R10‐15)  signs  for  northbound and southbound right‐turning traffic.   Install ground mounted “KEEP RIGHT” signs (MUTCD R4‐7) on media n separators at intersections.  (Figure 2‐5)   Install railroad crossing advance warning signs for northbound left‐turn motorist due to the close  proximity to the railroad crossing (MUTCD W10‐2).   Install flashing beacon assembly to activate with a “PREPARE TO STOP WHEN FLASHING” plaque  to  intersection  approaches  along  a  curve.  This  indication  gives  advance  warning  when  approaching a red light.   FIGURE 2‐2: RECOMMENDED OVER HEAD YIELD ON GREEN SIGN    SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐8      FIGURE 2‐3: RECOMMENDED LANE USE SIGNS AND YIELD TO PEDESTRIAN SIGN    FIGURE 2‐4: RECOMMENDED KEEP RIGHT MEDIAN SEPARATOR SIGNS      SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐9                SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐10    SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐11    Aging Road Users  In 2014, the National Highway Traffic Safety Administration reported that 15% of total crashes in the  United States involved aging road users. A crash review revealed the percentage of crashes along the US  1 corridor study area (from 2011 – 2015) involving aging road users was significantly higher, with an  average of 36% of total crashes. Of the total crashes along the US 1 corridor involving aging road users,  144 crashes (33%) were rear end crash, 131 crashes (30%) were angle crash, and 63 crashes (14%) were  left turn crash. Corridor‐wide recommendations that aim at improving road safety for aging road users  ultimately provide safety benefits to all road users, and include minimum heights and bolded letters on  signage, guideline extensions for turn‐lanes at skewed intersections, and yellow retro‐reflective borders  for signal heads.   FDOT’S Safety Mobility for Life Program  In 2018 the FDOT’s Safety Mobility for Life program identifies Indian River County as ranking number 20  out of 67 counties in Florida based on frequency of crashes involving populations aged 65 years or older.   A potential strategy to assist in mitigating the high crash percentage of aging road users along the US 1  corridor is through coordination with law enforcement and FDOT’s Safe Mobility for Life program, which  offers an aging driver education program that emphasizing driving risks, help assess driving knowledge  and capabilities, suggests methods to adapt to and compensate for changing capabilities. Additional  coordination strategies may include providing educational information regarding the vehicle operation  such as seat belt use and pedal application error, as well as travel training and encouraging early planning  to safety transition from driving to alternative transportation options.   Motorcyclists  Based  on  2016  fatal  crash  data,  the  National  Highway  Traffic  Safety  Administration  reported  that  motorcyclist deaths occurred 28 times more frequently than fatalities in other vehicles. Motorcycle  fatalities  disproportionately  represented  18%  of  Florida  traffic  fatalities  in  2014.  A  crash  review  of  fatalities occurring along the US 1 corridor study area indicated that of the total 13 fatalities that occurred  between 2011 to 2015, 8 fatalities (61%) involved a motorcyclist. Of the 8 motorcyclist fatalities, 4 (50%)  were drug or alcohol related.   Center for Urban Transportation Research (CUTR) Motorcycle Safety Coalition  Coordination  and  education  for  motorcycling  awareness  is  available  through  the  Motorcycle  Safety  Coalition’s Ride Smart Florida Program, as well as the FDOT’s Florida Motorcycle Safety Strategic Plan— which provides detailed strategies and action steps to improve motorcycle safety in Florida.   SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐12    2.2.2 MULTIMODAL FACILITIES  Multimodal facility infrastructure considerations were based on the existing transit, pedestrian, and  bicycle  routes,  conditions,  safety  improvements,  and  identified  opportunities.  The  following  recommendations encourage non‐single occupancy vehicle transportation options.  Pedestrian Improvements  Improvements to pedestrian facilities will enhance sidewalk connectivity and walkability. Corridor‐wide  pedestrian  improvements  include  installing  pedestrian  countdown  signals,  and  installing  pedestrian  refuges within medians, and islands at major intersections to reduce pedestrian crossing distances and  times. Additionally, basic pedestrian improvements complement traditional public transit systems by  providing a first‐and‐last mile mode for transit; ideally, basic pedestrian infrastructure such as sidewalks,  lighting, crosswalks, and wayfinding should be implemented at all transit stops to the maximum extent  feasible, and can reinforce the use of transit.   Pedestrian Countdown Signals  Installing  pedestrian  countdown  signals  provides  an  indication of  remaining clearance time. Pedestrian signals should be timed so that the  maximum walk phase is given, and the countdown will reach zero at the  beginning of the yellow phase. This allows additional clearance with the  remaining time of the yellow phase and the all‐red phase following. An  additional consideration is to install accessible audible pedestrian signals  and detectors. This feature provides audible indications to begin to cross  the intersection and to “wait” to cross the intersection. There should be a  pedestrian  traffic  signal  symbol  sign  on  the  pedestrian  pedestal.  The  proposed pedestrian signal head is shown in Figure 2‐5.                     FIGURE 2‐5: RECOMMENDED PEDESTRIAN COUNTDOWN SIGNAL SIGN    SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐13    Sidewalk Gaps  Sidewalk  access  and  connectivity  along  US  1  and  the  connecting side‐streets  is  essential  in  safely  separating pedestrians from vehicle and cyclist traffic.  Project‐specific recommendations to address gaps  in sidewalk connectivity can be found in the project recommendations spreadsheet in Appendix G.   Bicycle Improvements  Bicycle lanes—while essential in separating cyclist and vehicle traffic—also serve as a complement to  traditional public transit systems by providing a primary first‐and‐last mile mode for transit trips.  Bicycle  lanes along US 1 exist as either marked bicycle lanes, or a wide paved shoulder. Some gaps in the bicycle  network along the US 1 corridor study area exist, and project‐specific recommendations to address gaps  in bicycle lane connectivity can be found in the project recommendations spreadsheet in Appendix G.  However, along some areas of the US 1 corridor, continuous bicycle lane connectivity using applicable  minimum standards is constrained by existing right‐of‐way.   As a longer‐term strategy, consider planning for a bicycle lanes to connect local origins and destinations  along the US 1 Corridor within the broader context of a regional bicycle network. Rather than isolated  projects, implementation of bicycle lanes should be considered within the context of a larger (county or  regional) bicycle network. Bicycle network design features can be applied corridor or network‐wide, or as  spot treatments based on contextual considerations, with priority towards bicycles (i.e. buffers between  vehicular traffic) strategically deployed at specific locations or along high‐volume corridors to ensure the  network is accessible to the comfort levels of novice cyclists. Bike lanes should have five feet key holes  between vehicular travel lanes and right turn lanes, and also utilize green color pavement within the lane  to increase visibility of the facility, identify potential areas of conflict, and reinforce priority to bicycles in  conflict areas.   To address existing gaps in bicycle lanes along US 1 where right‐of‐way may be a constraint, alternative  bicycle routes were developed for consideration, including an alternative route that would bypass the  highly constrained areas of US 1 (downtown Vero Beach area). Figure 2‐6 shows the proposed alternative  route from 20th Place west along existing bicycle lanes on the SR 60 pair, then   north along 20th Ave pair, then east along Aviation Blvd (along the planned  extension) to 37th  St, then west to US 1 to reconnect with existing bike lanes  (widened shoulders) northbound. Alternative bicycle routes should also be  signed with the appropriate “BIKE ROUTE” signs as shown to the right.     SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐14      FIGURE 2‐6: PROPOSED ALTERNATIVE BIKE LANE ROUTE  Transit Improvements  Improvements to bus transit along the US 1 corridor can encourage ridership by making it a more  attractive commute option for those who can choose it. Based on the field review, some bus stops were  identified  as  inaccessible  or  in  need  of  updates  and/or  maintenance.  The  project‐specific  Sidewalks Bike Lanes SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐15    recommendations for transit improvements can be found in the project recommendations spreadsheet  in Appendix G. The following subsections describe the corridor‐wide recommendations for bus transit  improvements along the US 1 corridor, which include bus transit stop boarding and alighting areas,  relocation of bus stops, as well as strategies to assist in the long‐term planning for bus stop  infrastructure/amenities.   Bus Transit Stops  Accessibility to the bus stops should comply with ADA boarding and bus pad with connecting sidewalks.  Figure 2‐7 illustrates a proposed bus stop shelter and access option. The following are the corridor‐wide  recommendations for bus transit stop boarding and alighting areas:    Construct an ADA compliant boarding/alighting area (bus pad) (minimum 8’ x 5’) adjacent to the  edge of pavement with at least a 5” curb height and connection to any existing sidewalks.    Bus stops should have a bulb out or curb extension for the boarding areas.    FIGURE 2‐7: PROPOSED BUS STOP SHELTER AND ACCESS  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐16    Figure 2‐8 Illustrates a proposed bus stop improvement at the intersection of Main St and US 1 in  Sebastian.   FIGURE 2‐8: PROPOSED BUS STOP IMPROVEMENT    Additionally, consider increasing exposure of the GoLine to first‐time users by sharing bus stop locations  with predominant web mapping services (i.e. becoming a Google Transit Partner). This may also provide  consistency for riders who may be travelling across county‐lines. Bus stop locations and live upcoming  arrivals/departures are available via the Route Shout 2.0 application. Consider coordinating with Route  Shout and supplementing bus stop signage to provide marketing information directing users to find live  upcoming arrivals via the application.   Express Service Between Vero Beach and Sebastian  Given the existing and future land uses along the US 1 corridor, consider piloting an express bus service  between the City of Vero Beach and the City of Sebastian with stops limited to Vero Beach, Gifford, and  Sebastian.  This  would  connect  existing  employment  centers  with areas  of  medium  to  high‐density  residential uses along the US 1 corridor. The US 1 Bus Rapid Transit project identified in the 2040 Treasure  Coast RLRTP would extend from St. Lucie county to Sebastian along US 1, therefore a localized pilot test  for express bus service along the US 1 corridor in Indian River County may serve as an initial step in  evaluating the local needs as they relate to a regional network.   SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐17    Plan for Transit  To increase bus transit service attractiveness and user comfort, it is recommended to install bus stop  shelters with benches, bicycle racks, and trash receptacles at bus transit stops, especially where high  ridership is anticipated. Consider developing a standard for prioritization of bus stop shelter and amenity  improvements  (e.g.  based  on  boarding/alighting,  surrounding  density,  intensity  of  use,  etc.)  and  identifying needs for improvements—including where right‐of‐way is a constraint. By setting a standard  for bus stop shelters, infrastructure, and amenities based on the unique context of Indian River County, it  can assist in future identification of resources as they become  available  to  accomplish  local  goals.  As existing transit services are improved, and/or future transit services are considered in future planning  efforts, consider referencing the FDOT’s Transit Oriented Development (TOD) readiness tool can be used  by  local  municipalities  to  complement  existing  transit  and  development  analysis  and  support  comprehensive and long‐range planning objectives. The FDOT’s 2011 Framework for Transit Oriented  Development in Florida defines TOD as compact, moderate to high intensity and density (appropriate to  context), mixed‐use areas which are designed to maximize walking trips and access to transit. They are  also characterized by streetscapes and urban form oriented to pedestrians that promotes walking trips to  and from transit and various other uses within one‐half mile (typically a 5 minute walk) of the surrounding  areas.   2.2.3 TRANSPORTATION DEMAND MANAGEMENT STRATEGIES  Transportation Demand Management involves use of strategies and techniques to increase the efficiency  of  the  transportation  system.  This  section  provides  an  overview  of  the  Transportation  Demand  Management (TDM) strategies identified for the US 1 corridor. It is important to note that implementing  TDM strategies within locales within the county—not directly located along US 1—but whose origin‐ destination trips are served by the corridor, can also alleviate congestion along US 1. Integration of TDM  strategies along the US 1 corridor can support the local and regional goals aimed at reducing traffic  congestion, providing mobility choices, enhancing transportation affordability and meeting state and local  goals to improve air quality and community livability. It is important to note that many of these strategies  may also be applicable beyond the US 1 corridor study area, throughout local municipalities and at the  county and/or regional levels. TDM strategies can be integrated as a package of programs, which may  include a combination of local regulations such as zoning and parking ordinances, and urban design  standards.   SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐18    Commuter Assistance Program  As  per  Chapter  187  and  341,  F.S.,  the  FDOT’s  existing  commuter assistance  program  supports  the  promotion of ridesharing and commuting options, as well as employer/developer‐based TDM strategies  to  reduce  single  occupancy  vehicle  use.  Program  opportunities  include  support  for  transportation  management initiatives or associations, informational campaigns, support programs and promotions,  opportunities and incentives for carpooling and vanpooling, alternative work schedules, and first‐and‐last  mile primary modes such as walking and bicycling. Assistance is available through coordination for:   Ride‐matching – provide ride‐matching assistance for carpoolers and vanpoolers   Personalized trip planning – assist commuters to make educated choices and using alternatives   School trip management – work with schools in the vicinity of the corridor to support increased  walking, bicycling, school bus use, and parent ridesharing   Vanpool promotion – marketing vanpools, offering subsidies and incentives for new vanpools   Employer/commute trip reduction programs – promote commute options to employees of  participating employers through outreach, assistance, and incentives   Free Emergency/Guaranteed rides home for non‐single occupant vehicle commuters  Transportation Network Companies  As travel options and services continue to evolve with technology, Transportation Network Companies  (TNC’s) can support the creation of a predictable transportation network where a variety of private  providers can operate in the public’s interest. Partnership opportunities exist with TNC’s to explore  geofencing capabilities at high‐trafficked locations or special events to direct pick‐ups/drop‐offs onto less  bus  side  streets,  or  encourage/incentivize  shared  rides  to‐and‐from  pre‐determined  origins  and  destinations. TNC partnerships can address service gaps in schedules or underserved areas, or encourage  and  prioritize  shared  trips.  Overall,  consideration  and  awareness  regarding  the  potential  long‐term  implications of alternative transportation services and ride matching services like TNC’s, as well as other  developing  technologies  such  as  autonomous  and  connected  vehicle  technologies,  will  become  increasingly important in order to incorporate them as needed into operational and long‐term planning.    Integration of TDM at the Local Planning Level  Planning and integration of TDM can have the greatest impact at the local municipal level, as the strategies  most often relate to site‐level programs such as employment centers, new and re‐development sites,  transit centers, public spaces, special events and more. Locally supported TDM goals to increase mobility  options  or  community  livability  can  be  codified  into  a  site  plan  review  process  (i.e.  trip  reduction  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐19    ordinances) or through informal, negotiation processes. TDM strategies for parking, such as allowing for  the repurposing of large, underutilized commercial parking lots during off‐peak periods for community  events, or through a shared used park‐and‐ride lot facility can complement existing parking management  activities by resulting in more efficient use of parking facilities, an enhanced public realm, and potential  for increased mobility options by testing the demand for carpool, vanpool, and transit use.  2.2.4 CONTINUED STAKEHOLDER COORDINATION  Access Management Plan  Access to adjacent land development along US 1 is often constrained by a median, which reduces conflict  points and provides limited access in a manner that preserves the efficient and safe movement of people  and goods along the US 1 corridor. Based on stakeholder feedback, a review of the existing median access  points along the US 1 corridor from the Brevard County line to Barber Street was conducted. The FDOT  Access Management Classification Standards classifies the segment between Sebastian Blvd (eastbound)  and Jackson Street as an Access Class 5. The segment north of Sebastian Blvd to the Brevard County line  and south of Jackson Street to Barber Street are classified as Access Class 3. Table 2‐1 below identifies the  access management classification standards (Florida Administrative Code Rule 14‐97).   TABLE 2‐1: ACCESS MANAGEMENT CLASSIFICATION STANDARDS    Between the Brevard County line and Barber Street, one location was identified between N Central Ave  and Truman St where a directional opening could be constructed in accordance with the existing access  management spacing standards. While other locations were also identified that were within the access  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐20    management standards, the necessary right‐of‐way for turning lane and storage are constrained due to  adjacent turning lanes to the north and south. The location is identified in Figure 2‐9 below. It is important  to note that a median access point at this location would limit the landscaping area within the median.       FIGURE 2‐9: U‐TURN OPPORTUNITY  It is recommended that continued coordination takes place, particularly in special cases where the access  management class may become overly restrictive based on approved new‐developments. These types of  concerns can be coordinated continuously with the FDOT District Office through the access management  committee,  or  through  public  meetings.  Additionally,  consider  developing  a  long‐term  Access  Management Plan and Vision for the US 1 corridor in coordination with the FDOT Traffic Operations  department. Over the long‐term, an Access Management Plan can coordinate the planning, regulation,  and design of access between the US 1 corridor and adjacent land development to balance the local  business community needs and to achieve local visioning goals.   SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES    SR 5/US 1 MULTIMODAL CORRIDOR STUDY     2‐21    Programmed Improvements at CR 510  There is an existing programmed improvement within fiscal year 2022 of FDOT’s Five Year Work Program  for a Project Development and Environmental (PD&E/EMO) Study at CR 510 from 58 Avenue to SR‐5/US‐ 1 (FM 4416921). Right‐of‐way is also programmed for funding in fiscal year 2023.  While a short‐term  small‐scale project recommendation is included in this study for the intersection during the interim, the  analysis of the crashes emphasized the severity of this intersection.     2.3 SITE‐SPECIFIC PROJECT RECOMMENDATIONS  Planning‐level project recommendations were developed for locations along US 1 in Indian River County,  including signalized and unsignalized intersections. Project recommendations focus on identifying safety  and  operational  improvements  with  pedestrian  and  bicycle  safety  and  mobility  as  the  focus.  The  recommendations were developed in conjunction with the data collected and analyzed in Section 1  Baseline Assessment, Challenges and Opportunities. These planning‐level project recommendations may  require  additional  phases  of  development  such  as  project  development  and  environmental  studies,  survey,  design,  or  further  coordination  to  be  considered  project‐ready.  The  site‐specific  project  recommendations are organized into eight segments along the US 1 corridor study area in Indian River  county, from north to south:    Brevard Countyline to Barber Street   Barber Street to 85 Street   85 Street to 53 Street   53 Street to 45 Street   45 Street to 37 Street   37 Street to 17 Street   17 Street to Oslo Road   Oslo Road to St. Lucie Countyline  Project  recommendations  located  on  the  terminus  of  two  segments  (i.e.  some  intersection  improvements) or that expand beyond two segments (i.e. filling sidewalk gaps) will be listed within the  southernmost  segment.  Descriptions,  figures,  and  tables  are  included  to  help  illustrate  the  existing  conditions and proposed improvements. Please note that included figures are not formal representations  of the recommendations, but should be considered as suggested conceptual designs.   SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐22  2.3.1 BREVARD COUNTY LINE TO BARBER STREET The following Table 2‐2 shows the site‐specific project recommendations that were identified throughout the segment from the Brevard County line to Barber Street. Site‐specific project recommendations along this segment include multimodal improvements for transit. Corridor‐wide recommendations along this segment include multimodal improvements for pedestrians, transit, and bicycle infrastructure, and safety improvements with specific enhancements that aim to improve roadway conditions for aging road users. For additional corridor‐wide project recommendations within this segment please see Appendix G. TABLE 2‐2: BREVARD COUNTY LINE TO BARBER ST RECOMMENDATIONS Location Description & Justification Time Frame Cost Range Existing Conditions Proposed Improvements Roseland‐ Roseland Rd  Install pedestrian island on the south‐west corner and realign crosswalks on  the south  leg to the  pedestrian island. The pedestrian island will slow down the right turning vehicular traffic, as well as, provide refuge for pedestrian and shorten the crossing distances on the west and south legs. Pictured above: Typical pedestrian island with right‐turn slip lane Short  Low   Sebastian‐ Roseland Plaza (110)  Turn lane has observed ponding. Construct a drainage feature (i.e. concrete flume, or spillway), or the reconstruction of the curb and gutter to correct possible slope deficiencies contributing to ponding for the northbound bus stop (south of bus stop).  Short  Low           SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐23  Sebastian‐ Main St  Relocate bus stop on SE corner closer to the intersection to deter midblock crossings.  Provide  curb  extension  or  bulb  out  to  allow  for  easier boarding  and  alighting  and  reduce  curb  radius  to  shorten crossing distance. In the existing bus stop location passengers would have to board/alight from the on‐street parking area which could potentially have parked cars blocking their access to the sidewalk. The curb extension/bulb out also provides room for preferred larger pedestrian curb ramps. Short  Low  2.3.2 BARBER STREET TO 85 STREET The following Table 2‐3 shows the site‐specific project recommendations that were identified throughout the segment from Barber Street to 85 Street. Site‐specific project recommendations along this segment includes operational/capacity improvements, and multimodal improvements for bicycle infrastructure. Corridor‐wide recommendations along this segment include multimodal improvements for pedestrians, and safety improvements with specific enhancements that aim to improve roadway conditions for aging road users. For additional corridor‐wide project recommendations within this segment please see Appendix G. TABLE 2‐3: BARBER STREET TO 85 STREET RECOMMENDATIONS Location Description & Justification Time Frame Cost Range Existing Conditions Proposed Improvements Sebastian‐ Barber Street  Convert Eastbound lanes (Left Turn/Thru & Right Turn) to Left Turn, Thru/Right Turn lane  Install high‐emphasis crosswalks  Install  guidelines  from  left  turning  movements  from northbound and southbound US‐1 approaches Short  Low   Sebastian‐ 50 Ave to Sebastian Blvd  Install buffered bike lanes via 4' average shoulder widening.  Short  High     SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐24  2.3.3 85 STREET TO 53 STREET The segment along US 1 from 85 Street to 53 Street has a programmed improvement in the FDOT’s 5‐year work program (FM No. 4317241) to add lanes and reconstruct. Due to this, coordination with the project manager of the programmed should take place if possible. Based on an analysis of the operating conditions at the time of this study, the intersection of US 1 and 85 Street/CR 510 has a future LOS for the westbound approach of F, and a future 2040 level of service for eastbound approach of E. While operational/capacity along this segment will be addressed in the programmed improvements, this study recommends, at a minimum, the construction of an additional eastbound right‐turn lane and signal optimization. Additional corridor‐wide recommendations along this segment that may be coordinated for consideration by the project development team include multimodal improvements for transit, pedestrians, and safety improvements with specific enhancements that aim to improve roadway conditions for aging road users. For additional corridor‐wide project recommendations within this segment please see Appendix G. The following Table 2‐4 indicates one short‐term project recommendation along the segment from 85 Street to 53 Street, that can be implemented prior to the programmed improvements. TABLE 2‐4: 85 STREET TO 53 STREET RECOMMENDATIONS Location Description & Justification Time Frame Cost Range Existing Conditions Proposed Improvements Wabasso‐ 85 Street/CR 510 Safety  Short  N/A  Relatively  high  Aging  Road  User  crashes;  high  percentage  of Southbound  left‐turn  crashes;  high  percentage  of  nighttime crashes. Relatively high Aging Road User crashes; high percentage of  Southbound  left‐turn  crashes;  high  percentage  of  nighttime crashes.  Perform a queue analysis at the intersection. Based on crash history, a protected only phase for SB left‐turn may be warranted.  2.3.4 53 STREET TO 45 STREET The following Table 2‐5 shows the site‐specific project recommendations that were identified throughout the segment from 53 Street to 45 Street. Site‐specific project recommendations along this segment include multimodal improvements for transit. Corridor‐wide recommendations along this segment include multimodal improvements for pedestrians, transit, and bicycle infrastructure, and safety improvements with specific enhancements that aim to improve roadway conditions for aging road users. For additional corridor‐wide project recommendations within this segment please see Appendix G. TABLE 2‐5: 53 STREET TO 45 STREET RECOMMENDATIONS Location Description & Justification Time Frame Cost Range Existing Conditions Proposed Improvements Gifford‐53 Street  Construct an ADA compliant boarding and alighting area/bus pad with connection to the existing sidewalk at the northbound and southbound bus stops. Bus stops missing boarding and alighting areas and sidewalk connection. Minimum required boarding and alighting pad is 8' x 5'.  Convert the turn lane for both northbound and southbound into a bus bay/turn lane combination. Speed limits of 55 mph in this area.   Pictured to the right: Northbound stop at 53rd Street Short  Low   SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐25  2.3.5 45 STREET TO 37 STREET The following Table 2‐6 shows the site‐specific project recommendations that were identified throughout the segment from 45 Street to 37 Street. Site‐specific project recommendations along this segment include multimodal improvements for transit. Corridor‐wide recommendations along this segment include multimodal improvements for pedestrians, transit, and bicycle infrastructure, and safety improvements with specific enhancements that aim to improve roadway conditions for aging road users. For additional corridor‐wide project recommendations within this segment please see Appendix G. TABLE 2‐6: 45 STREET TO 37 STREET RECOMMENDATION Location Description & Justification Time Frame Cost Range Existing Conditions Proposed Improvements Gifford‐ 45 Street  Install a pedestrian island at the NE corner of the intersection. A pedestrian safety island will limit pedestrian exposure at the intersection, while continuing to facilitate the right‐turn only traffic onto US 1. Currently there is no crossing Eastbound/Westbound on the North side of the intersection.  Consider  striping  all  signalized  crossings  and  realigning  the crossing markings.  Short  Low   Old Dixie Hwy from 38 Ln to 85 St/CR 510  Multimodal  Short  High Bicycle lanes along this segment of the US 1 corridor in the paved shoulder.  Designate an alternate bicycle route along this segment with associated wayfinding and consider constructing physically separated or buffered bicycle lanes. Old Dixie Hwy could serve as a parallel route to US 1 for bicyclists between 38 Ln and 85 St, and provide a less trafficked alternate to the paved shoulders along US 1.  37 Street to 53 Street Multimodal  Short  High  Bicycle lanes along this segment of the US 1 corridor in the paved shoulder.  Install buffered bikes lanes via a combination of restriping 12' lanes to 11' and minor widening.  Vero Beach‐  38 Lane Multimodal  Short  Low Existing  boarding  and  alighting  area  does  not  meet  minimum standards.  Raise existing boarding and alighting area at the northbound bus stop by at least 5" with type E or F curb and gutter. This would allow easier wheelchair access onto the buses.  Vero Beach‐ Old Dixie Hwy /38 Lane Multimodal  Short  Low Existing crosswalk distance is approximately 115’ feet. Reduce turning radius for the SB to WB right turning movement. This shortens the crosswalk and will limit pedestrian exposure at the intersection, while continuing to facilitate the right‐turn only traffic onto Old Dixie Hwy. Gifford‐ 41 Street Multimodal  Short  Low Existing crosswalk markings are not aligned.  Realign crosswalk so that the SW corner curb ramp is closer to the intersection. Improves sight distance for pedestrians and approaching traffic.  2.3.6 37 STREET TO 17 STREET The following Table 2‐7 shows the site‐specific project recommendations that were identified throughout the segment from 37 Street to 17 Street. Site‐specific project recommendations along this segment include operational/capacity improvements, safety improvements for pedestrians, and multimodal improvements for pedestrians and bicycle infrastructure. Corridor‐wide recommendations along this segment include safety improvements with specific enhancements that aim to improve roadway conditions for aging road users. For additional corridor‐wide project recommendations within this segment please see Appendix G.  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐26  TABLE 2‐7: 37 STREET TO 17 STREET RECOMMENDATIONS Location Description/Justification Time Frame Cost Range Existing Conditions Proposed Improvements Vero Beach‐ 23 Street/ Royal Palm Blvd Safety  Short  Low Relatively high bicycle crashes at this intersection. Realign crosswalk so that the SW corner curb ramp is closer to the intersection. Improves sight distance for pedestrians and approaching traffic. Vero Beach‐ Commerce Ave Operational/Capacity  Short  High Complex intersection configuration at the horizontal curve. Perform an Intersection Control Evaluation (ICE) study for alternative intersection design that considers systemic safety, the surrounding network, and multimodal options. Vero Beach‐ 8 Street Operational/Capacity  Short  High Complex intersection configuration at the horizontal curve. Perform an Intersection Control Evaluation (ICE) study for alternative intersection design that considers systemic safety, the surrounding network, and multimodal options. Vero Beach‐ 20 Street Safety/Coordination  Short    High  pedestrian  activities  occurring  at  this  intersection.  Above average crashes at this intersection occurring at an angle (43%). Approximately 27% of the total crashes occurring at this intersection identified "Ran Red Light" as a casual factor. Coordinate periodic and targeted enforcement at the intersection in coordination with the appropriate law enforcement agency. Vero Beach‐ 21 Street  Construct a southbound to westbound right turn lane. Provides storage for right turning vehicles when railroad gates are lowered to prevent traffic stopping in the southbound outside through lane. Similar treatment needed at Aviation Blvd., 26 St., 14 Ave., and 23 St. These improvements will require right of way.  Install black/white contrast pavement markings along curve.  Install chevron alignment signs (MUTCD W1‐8) and delineators to increase awareness and visibility of curves   Install post‐mounted delineators at the horizontal curves. Long  High  Vero Beach‐ 20 Place  Install black/white contrast pavement markings along curve.  Install chevron alignment signs (MUTCD W1‐8) and delineators to increase awareness and visibility of curves  Install post‐mounted delineators at the horizontal curves.  Install route shields via pavement markings to help channelize and guide traffic along US‐1 NB. Short  Low  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐27  2.3.7 17 STREET TO OSLO ROAD The following Table 2‐8 shows the site‐specific project recommendations that were identified throughout the segment from 17 Street to Oslo Road. Site‐specific project recommendations along this segment include operational/capacity improvements, safety improvements for pedestrians, and multimodal improvements for bicycle infrastructure. Corridor‐wide recommendations along this segment include safety improvements with specific enhancements that aim to improve roadway conditions for aging road users and multimodal improvements for transit. For additional corridor‐wide project recommendations within this segment please see Appendix G. TABLE 2‐8: 17 STREET TO OSLO ROAD RECOMMENDATIONS Location Description & Justification Time Frame Cost Range Existing Conditions Proposed Improvements Vero Beach‐ 10 Street to 20 Place  Restripe roadway with 4' wide paved shoulder to accommodate bicycle traffic. Existing North/South gap for bicycle connection in this area.    Short  High Vero Beach‐ 4 Street to 20 Place  Install buffered bikes lanes via a combination of restriping 12' lanes to 11' and minor widening. Existing North/South gap for bicycle connection in this area.   Short  High   Vero Beach‐ 4 Street Safety  Short  Low  Lighting is present on only one side of US 1 and the corners of the intersection. Above average crashes at this intersection occurring at nighttime (41%); Statewide average for nighttime crashes is 30%. Above average crashes occurring at this intersection during wet pavement conditions (24%); Statewide average for wet pavement condition crashes is 18%. Perform a Lighting Analysis. Vero Beach‐ 4 Street Safety  Short  Low  Above average crashes occurring at this intersection during wet pavement conditions (24%); Statewide average for wet pavement condition crashes is 18%. More than 3 lanes are sloped in the same direction. Confer with the Maintenance Office to see if there are any drainage related complaints and check for proper superelevation of horizontal curve on WB approach. In addition, perform a hydroplaning analysis.  SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐28  Vero Beach‐ 4 Street  Relocate crosswalk crossing NB to EB free flow right turn lane towards  southern  tip  of  "pork  chop"  island.  Improves  sight distance for pedestrians and approaching traffic. Short  Low Vero Beach‐ 4 Street  Supplement existing WB approach's signal ahead warning sign with flashing beacon assembly to activate with a "prepare to stop  when  flashing"  plaque.  Coordinate  with  traffic  signal. Approach  to  signalized  intersection  is  on  a  curve.  Gives advanced warning to approaching traffic when signal is red.  Short  Low    Vero Beach‐ 17 Street  Construct an Eastbound Right Turn and Westbound Left turn lane. Change through lanes to one thru and one shared Right Turn/Thru lane on EB & WB, along with adding a Northbound Right Turn lane, Signal re‐timing and optimization. Right‐of‐way will be needed for these improvements. This is based on the Intersection's future 2040 capacity needs. Long  High     SECTION 2                                                                                      RECOMMENDATIONS AND STRATEGIES  SR 5/US 1 MULTIMODAL CORRIDOR STUDY                   2‐29  2.3.8 OSLO ROAD TO ST. LUCIE COUNTY LINE The following Table 2‐9 indicates the project recommendations that were identified throughout the segment from Oslo Road to St. Lucie County Line. Site‐specific project recommendations include operational and capacity improvements at the intersection of US 1 and Oslo Rd. Corridor‐wide project recommendations within this segment include off‐setting turn lanes at various locations to increase sight distances for oncoming and turning traffic, safety improvements for improving roadway conditions for aging road users, and multimodal improvements for transit. For additional details on the corridor‐wide project recommendations within this segment please see Appendix G. TABLE 2‐9: OSLO ROAD TO ST. LUCIE COUNTY LINE RECOMMENDATIONS Location Description & Justification Time Frame Cost Range Existing Conditions Proposed Improvements Vero Beach‐ Oslo Road  Perform Signal Timing Optimization. US 1 SB approach LOS E during AM and PM peak hour.  Construct an additional Southbound to Westbound Right Turn lane and Signal Optimization. Intersection's Future 2040 LOS E during AM and PM peak hours. Additionally, the intersections Future 2040 LOS for NB approach during AM and SB approach during PM peak hour will be F. This improvement requires right‐of‐way. Long  High        1             Indian River County  SR 5/US 1 Multimodal Corridor Study      Section 3  Project Prioritization & Implementation  SECTION 3                                                                  PROJECT PRIORITIZATION AND IMPLEMENTATION    SR 5/US 1 MULTIMODAL CORRIDOR STUDY  3‐1    SECTION CONTENTS  3  PROJECT PRIORITIZATION AND IMPLEMENTATION .......................................................................... 3‐2  3.1  PRIORITIZATION MEASURES ...................................................................................................... 3‐2  3.1.1  SAFETY ................................................................................................................................ 3‐3  3.1.2  MOBILITY ............................................................................................................................ 3‐3  3.1.3  ECONOMICS ....................................................................................................................... 3‐4  3.1.4  QUALITY PLACES ................................................................................................................. 3‐4  3.2  PRIORITY SEGMENTS .................................................................................................................. 3‐5  3.3  PROJECT IMPLEMENTATION ...................................................................................................... 3‐6  3.3.1  NEAR‐TERM IMPLEMENTATION ......................................................................................... 3‐6  3.3.2  LONG‐TERM IMPLEMENTATION ........................................................................................ 3‐6    SECTION TABLES  TABLE 3‐1: PRIORITIZATION MEASURES .................................................................................................... 3‐2  TABLE 3‐2: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR SAFETY ................................................. 3‐3  TABLE 3‐3: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR MOBILITY ............................................. 3‐3  TABLE 3‐4: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR ECONOMICS ........................................ 3‐4  TABLE 3‐5: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR QUALITY PLACES ................................. 3‐4  TABLE 3‐6: SEGMENT PRIORITIZATION OVERVIEW ................................................................................... 3‐5  TABLE 3‐7: PRIORITY SEGMENTS ALONG US 1 ........................................................................................... 3‐5                  SECTION 3                                                                  PROJECT PRIORITIZATION AND IMPLEMENTATION    SR 5/US 1 MULTIMODAL CORRIDOR STUDY  3‐2    3 PROJECT PRIORITIZATION AND IMPLEMENTATION  Prioritization measures were evaluated for each of the project‐based recommendations, and prioritization  scores for each project recommendation can found in Appendix E. Along with individual prioritization  scores for each project recommendation, priority segments along the US 1 corridor study area were  identified that coincide with the eight segments as identified in Section 2, with the exception of the  segment from 85th Street to 53rd Street, which has programmed improvements in the FDOT’s 5‐year work  program (FM No. 4317241) to add lanes and reconstruct.  The prioritization process was developed using similar prioritization standards for Florida’s Strategic  Intermodal System (SIS), as well as input from the Study Advisory Committee and internal FDOT partners  to ensure that any priorities unique to the US 1 corridor study area in Indian River County were considered  and  represented.  The  resulting  prioritization  process  seeks  to balance  quantitative  and  qualitative  considerations, reflecting the objectives of the US 1 multimodal corridor study and its stakeholders, and  promote projects with the potential to provide positive impacts at a reasonable degree of cost and  complexity. The remainder of this section will be organized into the following subsections:    Prioritization Measures   Priority Segments   Implementation Strategies  3.1 PRIORITIZATION MEASURES   The priorities along the US 1 corridor study area include safety, mobility, economics, and quality places.   A matrix with the priorities, measures of effectiveness, point scale, and weighting factors used is shown  below in Table 3‐1.   TABLE 3‐1: PRIORITIZATION MEASURES  US 1 Priorities  Measures  Point Scale  Weighting Factor  Max Score  Safety  Crash Rate  0‐2‐4  1.0  4  High Crash Locations  0‐2‐4  1.0  4  Fatal Crashes  0‐2‐4  1.0  4  Mobility  Existing V/C  0‐2‐4  1.0  4  Future V/C  0‐2‐4  1.0  4  Truck (%)  0‐2‐4  1.0  4  Economics ROW Costs  0‐2‐4  1.0  4  Cost  0‐2‐4  1.0  4  Quality Places Project Readiness  0‐2‐4  1.0  4  SECTION 3                                                                  PROJECT PRIORITIZATION AND IMPLEMENTATION    SR 5/US 1 MULTIMODAL CORRIDOR STUDY  3‐3    3.1.1 SAFETY  Safety improvement projects can be funded through various FDOT programs focused on reducing crashes,  identifying and correcting high‐hazard locations, and increasing safety for pedestrians and bicyclists. Table  3‐2 below shows prioritization measures of effectiveness for safety along the US 1 corridor study area  include crash rates, fatal crash rates, and inclusion on the FDOT’s High Crash Segments and Intersections  lists for the years of 2012 – 2015.   TABLE 3‐2: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR SAFETY  US 1  Priority  Measures Point  Scale  Description Definition Data Source/Notes  Safety  Crash  Rate 0‐2‐4  Intersection Rate = (Number of  Crashes*1,000,000)/(ADT*365)  Segment Rate = (Number of  Crashes * 1,000,000) /  (ADT*365*Segment Length)  Crash Ratio ≤ 1.0: 0 pts  1.0 < Crash Ratio ≤ 2.0: 2 pts  2.0 < Crash Ratio: 4 pts  RCI ‐ Feature 331  (Traffic Flow Breaks)   FDOT Safety Office – Crash Database (CARS)  If crash data is not available  thru CAR, grey out this MOE  High  Crash  Locations  0‐2‐4  FDOT High Crash Intersection  and/or Segments lists for 2012‐ 2015  Top 5 Crash Locations: 4 pts  All Other: 0 pts  FDOT Safety Office  (2012‐2015)  High Crash  Intersections High  Crash Segments  Fatal  Crash  Rate  0‐2‐4 Fatal Crash Ratio = Number of  Fatal Crashes/Statewide Average  Fatal Crash Ratio ≤ 1.0 *  Statewide Avg: 0 pts  1.0 < Fatal Crash Ratio ≤ 2.0  * Statewide Avg: 2 pts  2.0 * Statewide Avg < Fatal  Crash Ratio: 4 pts  FDOT Safety Office –   Crash Database (CARS)  If crash data is not available  thru CAR, grey out this MOE  3.1.2 MOBILITY  Funding for capacity improvements are based on a statewide needs‐based planning effort, using objective  analysis  to  identify  capacity  improvements. Table  3‐3 below  shows  the  prioritization  measures  of  effectiveness for mobility along the US 1 corridor study area include the road’s existing and future traffic  volume to road capacity (V/C) and volume of trucks along the road (%).   TABLE 3‐3: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR MOBILITY  US 1  Priority  Measures Point Scale Description Definition Data Source/Notes  Mobility  Existing  Demand  (V/C)  0‐2‐4 Existing Traffic Demand  FDOT LOS standard  v/c ≤1.0: 0 pts   1.0 < v/c ≤1.5: 2 pts  1.5 < v/c: 4 pts  RCI ‐ Feature 331 (Traffic  Flow Breaks), FDOT  Generalized Tables  Future  Demand  (V/C)  0‐2‐4 Model Year Traffic Demand  FDOT LOS standard  v/c ≤1.0: 0 pts   1.0 < v/c ≤1.5: 2 pts  1.5 < v/c: 4 pts  Travel Demand Model  (TCRPM) Output FDOT  Generalized Tables  Truck (%) 0‐2‐4  Truck Percentage (T%) = Truck  Volume/Total Traffic Volume  Criteria Varies by Area Type  Urban Area          T%   ≤ 3%: 0 pts  3%  < T%  ≤ 10%: 2 pts  10% < T%: 4 pts                 Rural Area              T%  ≤ 5%: 0 pts  5% < T%  ≤ 15%: 2 pts  15% < T%: 4 pts  RCI ‐ Feature 331 (Traffic  Flow Breaks)  SECTION 3                                                                  PROJECT PRIORITIZATION AND IMPLEMENTATION    SR 5/US 1 MULTIMODAL CORRIDOR STUDY  3‐4    3.1.3 ECONOMICS  FDOT funding programs operate with a limited funding thresholds, therefore it is imperative to maximize  available funding resources when determining how to meet the greatest needs along the US 1 corridor.  Table 3‐4 below shows the prioritization measures of effectiveness for economics along the US 1 corridor  study area include the project’s planning‐level estimated construction costs, as well as the right‐of‐way  (ROW)  costs.  When  possible,  ROW  costs  were  considered  as  a  proportion  of  the  construction  cost  estimate,  to  ensure  that  projects  with  proportionally  high  ROW costs  compared  to  the  overall  construction cost estimate were not considered at the highest level of priority.   TABLE 3‐4: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR ECONOMICS  US 1  Priority  Measures Point  Scale  Description Definition Data Source/Notes  Economics  Construction  Cost 0‐2‐4  Estimated  total project  construction  cost  Low: 4 pts  Medium: 2 pts  High: 0 pts   Project cost estimate  ROW Cost  0‐2‐4  ROW Cost as  proportion of  Construction  Cost Estimate  1.0 * Construction Cost< ROW Cost: 0 pts   ROW Cost  ≤ 1.0 * Construction Cost: 2 pts   No or Low Cost (Donation): 4 pts  If construction cost estimation not available, use:   High ROW Cost: 0 pts  Medium ROW Cost: 2 pts  No or Low Cost (Donation): 4 pts  Project ROW estimate   FDOT Policy Planning –   Guidance Document  for Right of Way  Estimates  3.1.4 QUALITY PLACES  The  FDOT  must  consider  if  a  project  is  ready  for  production  consistent  with  funding  availability.  Prioritization measures of effectiveness for quality places along the US 1 corridor study area include  evaluating project readiness. Evaluating project readiness of the project‐based recommendations along  the  US  1  corridor  study  area  included  quantitative  and  qualitative  measures,  taking  into  account  stakeholder support, right‐of‐way needs, existing programmed improvements, and taking into account  the local and regional considerations of the roadway facility such as support of local comprehensive plans  to  include  economic  objectives  and  land  use  activities. Table  3‐5 below  outlines  quality  places  prioritization measures of effectiveness.   TABLE 3‐5: PRIORITIZATION MEASURES OF EFFECTIVENESS FOR QUALITY PLACES  US 1  Priority  Measures Point  Scale  Description Definition Data  Source/Notes  Quality  Places  Project  Readiness 0‐2‐4  Does the project have local  support, with necessary  studies been completed?   Are there existing  programmed improvements  with potential to  accommodate project?   Is opposition anticipated?  Consistency with local/regional plans:  +2 pts  Supporting stakeholder input received:  +2 pts  Programmed improvements with  potential to include project: +2 pts  Easy implementation (ground‐mounted  signage, pavement markings, sidewalk  gaps, etc.): +2 pts  District PL&EM  Office  SECTION 3                                                                  PROJECT PRIORITIZATION AND IMPLEMENTATION    SR 5/US 1 MULTIMODAL CORRIDOR STUDY  3‐5    Requires additional planning/other  studies to develop: ‐2 pts  Long‐term and requires ROW: ‐2 pts  3.2 PRIORITY SEGMENTS  Each  individual  project  recommendation  received  a  total  project score based on the prioritization  measures for the US 1 corridor. The segment from 85th Street to 53rd Street was excluded from the priority  segments, due to existing programmed improvements in the FDOT’s 5‐year work program (FM No.  4317241) to add lanes and reconstruct with bicycle lanes. The remaining seven segments along the US 1  corridor were provided a total segment score based on the individual project prioritization scores within  each segment. The following Table 3‐2 shows each segment along US 1 with the total score of all projects  along the segment.    TABLE 3‐6: SEGMENT PRIORITIZATION OVERVIEW  Segment Total Segment Score Total Number of Projects  Along Segment  Brevard County line to Barber Street 740 42  Barber Street to 85th Street 148  9  53rd Street to 45th Street 102 6  45th Street to 37th Street 256  16  37th Street to 17th Street 270 24  17th Street to Oslo Road 484  34  Oslo Road to St. Lucie County line 226 17  Once the total segment scores were calculated, priority segments were established by taking the total  score given for all projects within each segment and dividing by the number of projects located along the  segment. This ensures that priority segments will not be selected based on the number of projects along  the segment, but rather the average total prioritization score of projects within each segment. The  following Table 3‐3 outlines the eight priority segments for the US 1 corridor study area.   TABLE 3‐7: PRIORITY SEGMENTS ALONG US 1  Priority Number Segment  #1 Brevard County line to Barber Street  #2 53rd Street to 45th Street  #3 Barber Street to 85th Street  SECTION 3                                                                  PROJECT PRIORITIZATION AND IMPLEMENTATION    SR 5/US 1 MULTIMODAL CORRIDOR STUDY  3‐6    #4 45th Street to 37th Street  #5 17th Street to Oslo Road  #6 Oslo Road to St. Lucie County line  #7 37th Street to 17th Street  3.3 PROJECT IMPLEMENTATION  Based on the application of the prioritization framework to the preliminary project recommendations,  implementation options were considered based on project complexity and other considerations. The  remainder of this section is organized into the following two subsections:    Near‐term implementation   Long‐term implementation  3.3.1 NEAR‐TERM IMPLEMENTATION  Individual  projects  for  near‐term  implementation  include  spot‐safety  recommendations,  as  well  as  projects that can be implemented either immediately, or within the 5‐year work program cycle. These  types of projects are typically lower‐cost or can be tagged onto another existing work program project.  Right‐of‐way needs, if required at all, are small (less than 1,000 sq. ft.) with minimal impacts to the  adjacent owner.  Near‐term projects may include modifications to signal timing/phasing to address acute  congestion  issues,  and  corridor‐wide  strategies  such  as  filling  in  sidewalk  gaps,  signage,  pavement  markings,  and  relocating  bus  stops  signs.  Additionally,  the  implementation  of  some  specific  TDM  strategies, such as bicycle and pedestrian infrastructure, transit signal prioritization, carsharing, and  parking management, can often be within the purview, plans, and budgets of local municipalities.   3.3.2 LONG‐TERM IMPLEMENTATION  Most of the identified corridor‐wide strategies are existing Department standards and best practices  which will be implemented during the next available opportunity, when funding becomes available,  and/or during appropriate project phases when possible. Longer‐term implementation of projects may be  necessary for some projects requiring major right‐of‐way needs (more than 1,000 sq. ft.), additional  comprehensive planning studies (i.e. PD&E, Intersection Control Evaluation, etc.), or additional follow‐up  activities needed for longer term project coordination (i.e. access management).   APPENDICES A - I APPENDIX A STUDY ADVISORY COMMITTEE MEMBERS Name Stakeholder/Agency Phil Matson Indian River Metropolitan Planning Organization Nicholas Westenberger Indian River County School District Monte Falls City of Vero Beach Lisa Leger Frazier City of Sebastian Joseph Griffin City of Sebastian Paul Carlisle City of Sebastian Scott Baker City of Sebastian Jonathan Ford FDOT D4  Josh Baker FDOT D4  Lois Bush FDOT D4  Miroslava Skoroden FDOT D4  Larry Wallace FDOT D4  Istvan Virag FDOT D4  Jeremy Mullings CTS Engineering Sheng Yang CTS Engineering Brent Lee‐Shue‐Ling CTS Engineering Kristina Morrow CTS Engineering Indian River US‐1 Corridor Study Advisory Committee APPENDIX B INTERSECTION FIELD REVIEW SUMMARY US 1 at Highland Dr. – Intersection Field Review US 1 at Oslo Rd. – Intersection Field Review US 1 at 4th St.. – Intersection Field Review US 1 at 12th St. – Intersection Field Review US 1 at 17th St. – Intersection Field Review US 1 at 20th St. – Intersection Field Review US 1 at 20th Pl. – Intersection Field Review US 1 at 45th St. – Intersection Field Review US 1 at 53rd St. – Intersection Field Review US 1 at 85th St./CR 510 – Intersection Field Review US 1 at Sebastian Blvd./CR 512 – Intersection Field Review US 1 at Roseland Rd. – Intersection Field Review APPENDIX C TURNING MOVEMENT COUNT DATA File Name : 1- Roseland Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Roseland Rd & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Roseland Rd Eastbound Roseland Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 20 1 6 27 1 0 0 2 3 0 2 52 1 55 1 1 45 9 56 141 06:15 AM 0 33 2 13 48 0 1 4 0 5 0 2 53 0 55 0 0 78 16 94 202 06:30 AM 0 39 1 11 51 0 3 6 1 10 0 6 78 0 84 0 1 107 15 123 268 06:45 AM 0 33 3 23 59 0 4 3 4 11 0 4 96 1 101 2 0 127 21 150 321 Total 0 125 7 53 185 1 8 13 7 29 0 14 279 2 295 3 2 357 61 423 932 07:00 AM 0 40 4 26 70 0 3 6 1 10 1 9 84 1 95 2 2 135 22 161 336 07:15 AM 0 68 2 40 110 0 5 5 3 13 1 6 125 0 132 4 0 167 26 197 452 07:30 AM 0 59 2 41 102 0 4 1 2 7 0 10 103 1 114 1 2 252 27 282 505 07:45 AM 0 55 7 38 100 0 7 6 2 15 0 12 107 2 121 0 2 199 28 229 465 Total 0 222 15 145 382 0 19 18 8 45 2 37 419 4 462 7 6 753 103 869 1758 08:00 AM 1 64 5 32 102 0 8 3 1 12 1 14 120 3 138 2 3 175 24 204 456 08:15 AM 0 68 3 35 106 0 4 4 3 11 0 14 131 5 150 6 1 157 25 189 456 08:30 AM 0 56 5 40 101 0 8 6 2 16 0 29 119 5 153 5 6 170 30 211 481 08:45 AM 0 64 11 49 124 0 4 4 2 10 0 28 110 2 140 5 10 154 30 199 473 Total 1 252 24 156 433 0 24 17 8 49 1 85 480 15 581 18 20 656 109 803 1866 *** BREAK *** 04:00 PM 0 62 12 38 112 0 25 19 5 49 1 48 167 13 229 4 9 156 44 213 603 04:15 PM 0 62 18 29 109 0 10 22 7 39 0 43 150 11 204 7 7 136 47 197 549 04:30 PM 0 58 9 26 93 0 21 19 4 44 0 43 170 5 218 7 12 180 55 254 609 04:45 PM 0 87 16 32 135 0 9 19 8 36 0 49 197 11 257 5 7 153 40 205 633 Total 0 269 55 125 449 0 65 79 24 168 1 183 684 40 908 23 35 625 186 869 2394 05:00 PM 0 59 9 21 89 0 22 14 5 41 1 39 183 14 237 7 7 166 57 237 604 05:15 PM 0 70 13 31 114 0 15 12 8 35 0 39 200 16 255 5 8 187 36 236 640 05:30 PM 0 69 13 21 103 0 12 12 6 30 1 35 185 11 232 1 10 158 46 215 580 05:45 PM 0 54 21 30 105 0 9 17 6 32 0 42 154 14 210 4 7 139 23 173 520 Total 0 252 56 103 411 0 58 55 25 138 2 155 722 55 934 17 32 650 162 861 2344 06:00 PM 0 44 18 28 90 0 12 9 6 27 0 31 154 12 197 5 10 133 37 185 499 06:15 PM 0 55 19 27 101 0 17 12 6 35 0 29 128 7 164 2 11 130 42 185 485 06:30 PM 0 48 15 14 77 0 16 16 3 35 1 22 99 11 133 4 5 102 23 134 379 06:45 PM 0 46 6 19 71 0 10 16 2 28 1 25 85 2 113 2 12 88 39 141 353 Total 0 193 58 88 339 0 55 53 17 125 2 107 466 32 607 13 38 453 141 645 1716 Grand Total 1 131 3 215 670 2199 1 229 235 89 554 8 581 305 0 148 3787 81 133 349 4 762 4470 1101 0 Apprch %0 59.7 9.8 30.5 0.2 41.3 42.4 16.1 0.2 15.3 80.5 3.9 1.8 3 78.2 17 Total %0 11.9 2 6.1 20 0 2.1 2.1 0.8 5 0.1 5.3 27.7 1.3 34.4 0.7 1.2 31.7 6.9 40.6 Auto 1 130 2 213 662 2178 1 226 234 88 549 8 577 302 8 148 3761 81 132 347 1 750 4434 1092 2 % Auto 100 99.2 99.1 98.8 99 100 98.7 99.6 98.9 99.1 100 99.3 99.3 100 99.3 100 99.2 99.3 98.4 99.2 99.2 Heavy Vehicles 0 11 2 8 21 0 3 1 1 5 0 4 22 0 26 0 1 23 12 36 88 % Heavy Vehicles 0 0.8 0.9 1.2 1 0 1.3 0.4 1.1 0.9 0 0.7 0.7 0 0.7 0 0.8 0.7 1.6 0.8 0.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 1- Roseland Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Roseland Rd & US-1 COUNTY : Indian River County Roseland Rd Eastbound Roseland Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 59 2 41 102 0 4 1 2 7 0 10 103 1 114 1 2 252 27 282 505 07:45 AM 0 55 7 38 100 0 7 6 2 15 0 12 107 2 121 0 2 199 28 229 465 08:00 AM 1 64 5 32 102 0 8 3 1 12 1 14 120 3 138 2 3 175 24 204 456 08:15 AM 0 68 3 35 106 0 4 4 3 11 0 14 131 5 150 6 1 157 25 189 456 Total Volume 1 246 17 146 410 0 23 14 8 45 1 50 461 11 523 9 8 783 104 904 1882 % App. Total 0.2 60 4.1 35.6 0 51.1 31.1 17.8 0.2 9.6 88.1 2.1 1 0.9 86.6 11.5 PHF .250 .904 .607 .890 .967 .000 .719 .583 .667 .750 .250 .893 .880 .550 .872 .375 .667 .777 .929 .801 .932 Auto 1 243 17 142 403 0 21 14 8 43 1 49 456 11 517 9 8 774 100 891 1854 % Auto 100 98.8 100 97.3 98.3 0 91.3 100 100 95.6 100 98.0 98.9 100 98.9 100 100 98.9 96.2 98.6 98.5 Heavy Vehicles 0 3 0 4 7 0 2 0 0 2 0 1 5 0 6 0 0 9 4 13 28 % Heavy Vehicles 0 1.2 0 2.7 1.7 0 8.7 0 0 4.4 0 2.0 1.1 0 1.1 0 0 1.1 3.8 1.4 1.5 US-1 Roseland Rd Roseland Rd US-1 Right 100 4 104 Thru 774 9 783 Left 8 0 8 U-Turns 9 0 9 InOut Total 707 891 1598 8 13 21 715 1619 904 Right8 0 8 Thru14 0 14 Left21 2 23 U-Turns0 0 0 OutTotalIn36 43 79 0 2 2 36 81 45 Left 49 1 50 Thru 456 5 461 Right 11 0 11 U-Turns 1 0 1 Out TotalIn 937 517 1454 15 6 21 952 1475 523 Left243 3 246 Thru17 0 17 Right142 4 146 U-Turns1 0 1 TotalOutIn163 403 566 5 7 12 168 578 410 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 1- Roseland Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Roseland Rd & US-1 COUNTY : Indian River County Roseland Rd Eastbound Roseland Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 58 9 26 93 0 21 19 4 44 0 43 170 5 218 7 12 180 55 254 609 04:45 PM 0 87 16 32 135 0 9 19 8 36 0 49 197 11 257 5 7 153 40 205 633 05:00 PM 0 59 9 21 89 0 22 14 5 41 1 39 183 14 237 7 7 166 57 237 604 05:15 PM 0 70 13 31 114 0 15 12 8 35 0 39 200 16 255 5 8 187 36 236 640 Total Volume 0 274 47 110 431 0 67 64 25 156 1 170 750 46 967 24 34 686 188 932 2486 % App. Total 0 63.6 10.9 25.5 0 42.9 41 16 0.1 17.6 77.6 4.8 2.6 3.6 73.6 20.2 PHF .000 .787 .734 .859 .798 .000 .761 .842 .781 .886 .250 .867 .938 .719 .941 .857 .708 .917 .825 .917 .971 Auto 0 272 47 109 428 0 67 64 25 156 1 170 747 46 964 24 34 683 187 928 2476 % Auto 0 99.3 100 99.1 99.3 0 100 100 100 100 100 100 99.6 100 99.7 100 100 99.6 99.5 99.6 99.6 Heavy Vehicles 0 2 0 1 3 0 0 0 0 0 0 0 3 0 3 0 0 3 1 4 10 % Heavy Vehicles 0 0.7 0 0.9 0.7 0 0 0 0 0 0 0 0.4 0 0.3 0 0 0.4 0.5 0.4 0.4 US-1 Roseland Rd Roseland Rd US-1 Right 187 1 188 Thru 683 3 686 Left 34 0 34 U-Turns 24 0 24 InOut Total 1044 928 1972 5 4 9 1049 1981 932 Right25 0 25 Thru64 0 64 Left67 0 67 U-Turns0 0 0 OutTotalIn127 156 283 0 0 0 127 283 156 Left 170 0 170 Thru 747 3 750 Right 46 0 46 U-Turns 1 0 1 Out TotalIn 859 964 1823 4 3 7 863 1830 967 Left272 2 274 Thru47 0 47 Right109 1 110 U-Turns0 0 0 TotalOutIn421 428 849 1 3 4 422 853 431 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 1- Roseland Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Roseland Rd & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Roseland Rd Eastbound Roseland Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3 4 06:15 AM 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 2 0 2 5 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 2 0 2 5 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 2 4 6 Total 0 1 0 1 2 0 0 1 0 1 0 0 6 0 6 0 0 7 4 11 20 07:00 AM 0 1 1 0 2 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 4 07:15 AM 0 1 1 1 3 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 6 07:30 AM 0 1 0 1 2 0 0 0 0 0 0 0 2 0 2 0 0 4 1 5 9 07:45 AM 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 0 0 1 1 3 Total 0 3 2 3 8 0 0 0 1 1 0 2 3 0 5 0 0 5 3 8 22 08:00 AM 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 3 1 4 7 08:15 AM 0 1 0 2 3 0 0 0 0 0 0 0 3 0 3 0 0 2 1 3 9 08:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 1 0 2 0 1 1 0 2 5 08:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 3 0 2 5 0 3 0 0 3 0 1 4 0 5 0 1 6 2 9 22 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 2 2 4 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 3 04:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 3 Total 0 2 0 1 3 0 0 0 0 0 0 0 4 0 4 0 0 2 3 5 12 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 3 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 1 0 1 4 Total 0 1 0 0 1 0 0 0 0 0 0 1 4 0 5 0 0 3 0 3 9 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 06:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 1 0 1 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 3 Grand Total 0 11 2 8 21 0 3 1 1 5 0 4 22 0 26 0 1 23 12 36 88 Apprch %0 52.4 9.5 38.1 0 60 20 20 0 15.4 84.6 0 0 2.8 63.9 33.3 Total %0 12.5 2.3 9.1 23.9 0 3.4 1.1 1.1 5.7 0 4.5 25 0 29.5 0 1.1 26.1 13.6 40.9 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 1- Roseland Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Roseland Rd & US-1 COUNTY : Indian River County Groups Printed- Peds Roseland Rd Eastbound Roseland Rd Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 06:45 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 08:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2 *** BREAK *** 08:30 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 3 *** BREAK *** Total 0 0 0 0 0 0 0 0 3 3 0 0 0 2 2 0 0 0 0 0 5 *** BREAK *** 04:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 7 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 04:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 11 *** BREAK *** 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 3 *** BREAK *** 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 06:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 Grand Total 0 0 0 5 5 0 0 0 4 4 0 0 0 3 3 0 0 0 11 11 23 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 0 0 100 Total %0 0 0 21.7 21.7 0 0 0 17.4 17.4 0 0 0 13 13 0 0 0 47.8 47.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 2- Jackson St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Jackson St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Jackson Street Eastbound Jackson Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 2 2 0 1 0 0 1 0 4 52 0 56 1 2 50 0 53 112 06:15 AM 0 0 1 1 2 0 1 1 0 2 0 4 76 0 80 1 0 87 0 88 172 06:30 AM 0 2 0 2 4 0 2 1 0 3 0 12 97 2 111 0 3 110 0 113 231 06:45 AM 0 1 2 0 3 0 1 4 4 9 0 12 110 2 124 0 2 116 0 118 254 Total 0 3 3 5 11 0 5 6 4 15 0 32 335 4 371 2 7 363 0 372 769 07:00 AM 0 2 2 8 12 0 4 0 4 8 0 10 119 1 130 2 2 159 0 163 313 07:15 AM 0 3 0 1 4 0 3 1 3 7 0 11 138 1 150 1 4 188 0 193 354 07:30 AM 0 4 1 4 9 0 5 1 2 8 0 8 143 3 154 0 7 249 0 256 427 07:45 AM 0 2 2 5 9 0 8 2 5 15 0 15 158 6 179 1 8 204 0 213 416 Total 0 11 5 18 34 0 20 4 14 38 0 44 558 11 613 4 21 800 0 825 1510 08:00 AM 0 6 2 6 14 0 9 3 6 18 0 21 170 1 192 4 8 163 0 175 399 08:15 AM 0 7 0 7 14 0 5 1 2 8 0 18 198 3 219 1 4 169 0 174 415 08:30 AM 0 9 1 5 15 0 7 2 0 9 1 16 173 0 190 2 2 189 0 193 407 08:45 AM 2 10 0 4 16 0 5 1 3 9 0 24 198 9 231 0 7 176 0 183 439 Total 2 32 3 22 59 0 26 7 11 44 1 79 739 13 832 7 21 697 0 725 1660 *** BREAK *** 04:00 PM 0 20 1 18 39 0 9 3 8 20 0 39 221 2 262 3 4 238 3 248 569 04:15 PM 0 23 4 22 49 0 7 1 5 13 0 44 198 4 246 5 5 207 1 218 526 04:30 PM 0 14 1 30 45 0 4 3 5 12 0 38 255 3 296 0 7 233 1 241 594 04:45 PM 0 27 3 20 50 0 8 3 3 14 0 38 212 9 259 6 17 214 0 237 560 Total 0 84 9 90 183 0 28 10 21 59 0 159 886 18 1063 14 33 892 5 944 2249 05:00 PM 0 16 1 17 34 0 9 2 2 13 0 43 207 3 253 10 6 249 5 270 570 05:15 PM 0 28 1 30 59 0 5 7 6 18 0 39 233 1 273 5 14 232 1 252 602 05:30 PM 0 13 0 22 35 0 2 6 1 9 0 47 223 6 276 0 7 203 2 212 532 05:45 PM 0 20 4 23 47 0 13 7 4 24 0 35 198 5 238 2 7 176 1 186 495 Total 0 77 6 92 175 0 29 22 13 64 0 164 861 15 1040 17 34 860 9 920 2199 06:00 PM 0 15 4 19 38 0 7 3 3 13 0 26 169 4 199 5 8 170 2 185 435 06:15 PM 0 17 2 20 39 0 4 2 4 10 0 28 120 2 150 4 8 159 3 174 373 06:30 PM 0 13 3 18 34 0 3 3 1 7 0 35 118 3 156 4 8 143 1 156 353 06:45 PM 0 11 1 18 30 0 1 4 6 11 0 22 109 4 135 3 5 125 1 134 310 Total 0 56 10 75 141 0 15 12 14 41 0 111 516 13 640 16 29 597 7 649 1471 Grand Total 2 263 36 302 603 0 123 61 77 261 1 589 389 5 74 4559 60 145 420 9 21 4435 9858 Apprch %0.3 43.6 6 50.1 0 47.1 23.4 29.5 0 12.9 85.4 1.6 1.4 3.3 94.9 0.5 Total %0 2.7 0.4 3.1 6.1 0 1.2 0.6 0.8 2.6 0 6 39.5 0.8 46.2 0.6 1.5 42.7 0.2 45 Auto 2 262 36 300 600 0 112 59 76 247 1 586 387 1 70 4528 60 141 418 3 21 4405 9780 % Auto 100 99.6 100 99.3 99.5 0 91.1 96.7 98.7 94.6 100 99.5 99.4 94.6 99.3 100 97.2 99.4 100 99.3 99.2 Heavy Vehicles 0 1 0 2 3 0 11 2 1 14 0 3 24 4 31 0 4 26 0 30 78 % Heavy Vehicles 0 0.4 0 0.7 0.5 0 8.9 3.3 1.3 5.4 0 0.5 0.6 5.4 0.7 0 2.8 0.6 0 0.7 0.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 2- Jackson St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Jackson St & US-1 COUNTY : Indian River County Jackson Street Eastbound Jackson Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 6 2 6 14 0 9 3 6 18 0 21 170 1 192 4 8 163 0 175 399 08:15 AM 0 7 0 7 14 0 5 1 2 8 0 18 198 3 219 1 4 169 0 174 415 08:30 AM 0 9 1 5 15 0 7 2 0 9 1 16 173 0 190 2 2 189 0 193 407 08:45 AM 2 10 0 4 16 0 5 1 3 9 0 24 198 9 231 0 7 176 0 183 439 Total Volume 2 32 3 22 59 0 26 7 11 44 1 79 739 13 832 7 21 697 0 725 1660 % App. Total 3.4 54.2 5.1 37.3 0 59.1 15.9 25 0.1 9.5 88.8 1.6 1 2.9 96.1 0 PHF .250 .800 .375 .786 .922 .000 .722 .583 .458 .611 .250 .823 .933 .361 .900 .438 .656 .922 .000 .939 .945 Auto 2 32 3 22 59 0 21 6 11 38 1 79 734 13 827 7 20 688 0 715 1639 % Auto 100 100 100 100 100 0 80.8 85.7 100 86.4 100 100 99.3 100 99.4 100 95.2 98.7 0 98.6 98.7 Heavy Vehicles 0 0 0 0 0 0 5 1 0 6 0 0 5 0 5 0 1 9 0 10 21 % Heavy Vehicles 0 0 0 0 0 0 19.2 14.3 0 13.6 0 0 0.7 0 0.6 0 4.8 1.3 0 1.4 1.3 US-1 Jackson Street Jackson Street US-1 Right 0 0 0 Thru 688 9 697 Left 20 1 21 U-Turns 7 0 7 InOut Total 777 715 1492 5 10 15 782 1507 725 Right11 0 11 Thru6 1 7 Left21 5 26 U-Turns0 0 0 OutTotalIn36 38 74 1 6 7 37 81 44 Left 79 0 79 Thru 734 5 739 Right 13 0 13 U-Turns 1 0 1 Out TotalIn 731 827 1558 14 5 19 745 1577 832 Left32 0 32 Thru3 0 3 Right22 0 22 U-Turns2 0 2 TotalOutIn85 59 144 1 0 1 86 145 59 Peak Hour Begins at 08:00 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 2- Jackson St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Jackson St & US-1 COUNTY : Indian River County Jackson Street Eastbound Jackson Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 14 1 30 45 0 4 3 5 12 0 38 255 3 296 0 7 233 1 241 594 04:45 PM 0 27 3 20 50 0 8 3 3 14 0 38 212 9 259 6 17 214 0 237 560 05:00 PM 0 16 1 17 34 0 9 2 2 13 0 43 207 3 253 10 6 249 5 270 570 05:15 PM 0 28 1 30 59 0 5 7 6 18 0 39 233 1 273 5 14 232 1 252 602 Total Volume 0 85 6 97 188 0 26 15 16 57 0 158 907 16 1081 21 44 928 7 1000 2326 % App. Total 0 45.2 3.2 51.6 0 45.6 26.3 28.1 0 14.6 83.9 1.5 2.1 4.4 92.8 0.7 PHF .000 .759 .500 .808 .797 .000 .722 .536 .667 .792 .000 .919 .889 .444 .913 .525 .647 .932 .350 .926 .966 Auto 0 85 6 96 187 0 25 15 16 56 0 157 903 16 1076 21 44 925 7 997 2316 % Auto 0 100 100 99.0 99.5 0 96.2 100 100 98.2 0 99.4 99.6 100 99.5 100 100 99.7 100 99.7 99.6 Heavy Vehicles 0 0 0 1 1 0 1 0 0 1 0 1 4 0 5 0 0 3 0 3 10 % Heavy Vehicles 0 0 0 1.0 0.5 0 3.8 0 0 1.8 0 0.6 0.4 0 0.5 0 0 0.3 0 0.3 0.4 US-1 Jackson Street Jackson Street US-1 Right 7 0 7 Thru 925 3 928 Left 44 0 44 U-Turns 21 0 21 InOut Total 1004 997 2001 4 3 7 1008 2008 1000 Right16 0 16 Thru15 0 15 Left25 1 26 U-Turns0 0 0 OutTotalIn66 56 122 0 1 1 66 123 57 Left 157 1 158 Thru 903 4 907 Right 16 0 16 U-Turns 0 0 0 Out TotalIn 1046 1076 2122 5 5 10 1051 2132 1081 Left85 0 85 Thru6 0 6 Right96 1 97 U-Turns0 0 0 TotalOutIn179 187 366 1 1 2 180 368 188 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 2- Jackson St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Jackson St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Jackson Street Eastbound Jackson Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 3 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 06:30 AM 0 0 0 1 1 0 0 1 0 1 0 0 3 1 4 0 0 2 0 2 8 06:45 AM 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 0 0 1 0 1 3 Total 0 0 0 1 1 0 0 1 1 2 0 0 5 1 6 0 2 6 0 8 17 07:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 3 0 3 0 0 1 0 1 5 07:15 AM 0 0 0 0 0 0 1 0 0 1 0 1 1 1 3 0 0 1 0 1 5 07:30 AM 0 1 0 0 1 0 2 0 0 2 0 0 2 0 2 0 1 2 0 3 8 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 2 Total 0 1 0 0 1 0 4 0 0 4 0 1 6 2 9 0 1 5 0 6 20 08:00 AM 0 0 0 0 0 0 2 1 0 3 0 0 3 0 3 0 0 3 0 3 9 08:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 3 0 3 5 08:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 0 2 3 08:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 1 1 0 2 4 Total 0 0 0 0 0 0 5 1 0 6 0 0 5 0 5 0 1 9 0 10 21 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 *** BREAK *** 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 0 2 4 05:00 PM 0 0 0 1 1 0 1 0 0 1 0 1 3 0 4 0 0 0 0 0 6 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 3 Total 0 0 0 1 1 0 2 0 0 2 0 1 5 1 7 0 0 2 0 2 12 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 2 0 2 4 Grand Total 0 1 0 2 3 0 11 2 1 14 0 3 24 4 31 0 4 26 0 30 78 Apprch %0 33.3 0 66.7 0 78.6 14.3 7.1 0 9.7 77.4 12.9 0 13.3 86.7 0 Total %0 1.3 0 2.6 3.8 0 14.1 2.6 1.3 17.9 0 3.8 30.8 5.1 39.7 0 5.1 33.3 0 38.5 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 2- Jackson St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Jackson St & US-1 COUNTY : Indian River County Groups Printed- Peds Jackson Street Eastbound Jackson Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 06:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 *** BREAK *** 07:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 *** BREAK *** 08:45 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 4 *** BREAK *** 04:00 PM 0 0 0 4 4 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 7 04:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 04:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** Total 0 0 0 7 7 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 11 *** BREAK *** 05:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 Grand Total 0 0 0 19 19 0 0 0 2 2 0 0 0 4 4 0 0 0 1 1 26 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 0 0 100 Total %0 0 0 73.1 73.1 0 0 0 7.7 7.7 0 0 0 15.4 15.4 0 0 0 3.8 3.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 12- Main St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Main St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Main Street Eastbound Main Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 14 0 4 18 0 1 0 0 1 0 6 46 1 53 0 2 44 6 52 124 06:15 AM 0 5 2 5 12 0 3 0 0 3 1 1 73 0 75 0 0 79 3 82 172 06:30 AM 0 18 4 7 29 0 2 3 0 5 0 5 100 0 105 1 1 109 4 115 254 06:45 AM 0 26 7 15 48 0 1 2 0 3 0 4 119 2 125 0 4 105 6 115 291 Total 0 63 13 31 107 0 7 5 0 12 1 16 338 3 358 1 7 337 19 364 841 07:00 AM 0 25 8 8 41 0 2 1 0 3 0 6 115 2 123 0 1 153 16 170 337 07:15 AM 0 26 5 20 51 0 2 2 1 5 0 5 129 2 136 0 0 144 16 160 352 07:30 AM 0 27 9 29 65 0 1 3 1 5 0 15 140 2 157 0 1 246 18 265 492 07:45 AM 0 33 7 14 54 0 0 8 1 9 0 19 172 5 196 1 3 168 30 202 461 Total 0 111 29 71 211 0 5 14 3 22 0 45 556 11 612 1 5 711 80 797 1642 08:00 AM 0 42 8 28 78 0 2 3 1 6 0 14 172 5 191 0 1 162 24 187 462 08:15 AM 0 47 5 20 72 0 11 9 5 25 1 14 173 3 191 1 2 134 26 163 451 08:30 AM 0 33 7 19 59 0 5 8 2 15 3 17 203 2 225 3 2 151 24 180 479 08:45 AM 0 63 3 20 86 0 5 9 2 16 2 12 212 4 230 1 6 141 27 175 507 Total 0 185 23 87 295 0 23 29 10 62 6 57 760 14 837 5 11 588 101 705 1899 *** BREAK *** 04:00 PM 0 46 12 12 70 0 23 20 3 46 2 22 214 8 246 1 3 214 48 266 628 04:15 PM 0 33 5 10 48 0 14 13 3 30 2 34 224 7 267 1 8 204 37 250 595 04:30 PM 0 56 7 27 90 0 20 14 1 35 4 31 239 3 277 0 5 196 53 254 656 04:45 PM 0 42 9 19 70 0 20 13 3 36 2 13 255 11 281 1 3 211 51 266 653 Total 0 177 33 68 278 0 77 60 10 147 10 100 932 29 1071 3 19 825 189 1036 2532 05:00 PM 0 49 8 19 76 0 13 12 5 30 2 20 200 3 225 2 4 232 48 286 617 05:15 PM 0 47 2 21 70 0 16 21 3 40 0 16 253 9 278 1 6 235 42 284 672 05:30 PM 0 34 7 9 50 0 9 14 4 27 1 32 239 2 274 2 6 171 44 223 574 05:45 PM 0 39 6 9 54 0 10 9 7 26 1 36 240 8 285 0 3 190 34 227 592 Total 0 169 23 58 250 0 48 56 19 123 4 104 932 22 1062 5 19 828 168 1020 2455 06:00 PM 0 37 6 10 53 0 17 13 6 36 2 18 150 8 178 2 9 155 40 206 473 06:15 PM 0 27 7 14 48 0 14 8 2 24 1 14 134 3 152 0 3 148 31 182 406 06:30 PM 0 17 5 12 34 0 5 9 0 14 2 9 129 5 145 1 7 133 40 181 374 06:45 PM 0 11 1 8 20 0 10 9 3 22 0 10 124 1 135 1 4 116 27 148 325 Total 0 92 19 44 155 0 46 39 11 96 5 51 537 17 610 4 23 552 138 717 1578 Grand Total 0 797 140 359 1296 0 206 203 53 462 26 373 405 5 96 4550 19 84 384 1 695 4639 1094 7 Apprch %0 61.5 10.8 27.7 0 44.6 43.9 11.5 0.6 8.2 89.1 2.1 0.4 1.8 82.8 15 Total %0 7.3 1.3 3.3 11.8 0 1.9 1.9 0.5 4.2 0.2 3.4 37 0.9 41.6 0.2 0.8 35.1 6.3 42.4 Auto 0 794 138 356 1288 0 205 202 53 460 26 367 401 1 95 4499 19 82 379 6 692 4589 1083 6 % Auto 0 99.6 98.6 99.2 99.4 0 99.5 99.5 100 99.6 100 98.4 98.9 99 98.9 100 97.6 98.8 99.6 98.9 99 Heavy Vehicles 0 3 2 3 8 0 1 1 0 2 0 6 44 1 51 0 2 45 3 50 111 % Heavy Vehicles 0 0.4 1.4 0.8 0.6 0 0.5 0.5 0 0.4 0 1.6 1.1 1 1.1 0 2.4 1.2 0.4 1.1 1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 12- Main St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Main St & US-1 COUNTY : Indian River County Main Street Eastbound Main Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 42 8 28 78 0 2 3 1 6 0 14 172 5 191 0 1 162 24 187 462 08:15 AM 0 47 5 20 72 0 11 9 5 25 1 14 173 3 191 1 2 134 26 163 451 08:30 AM 0 33 7 19 59 0 5 8 2 15 3 17 203 2 225 3 2 151 24 180 479 08:45 AM 0 63 3 20 86 0 5 9 2 16 2 12 212 4 230 1 6 141 27 175 507 Total Volume 0 185 23 87 295 0 23 29 10 62 6 57 760 14 837 5 11 588 101 705 1899 % App. Total 0 62.7 7.8 29.5 0 37.1 46.8 16.1 0.7 6.8 90.8 1.7 0.7 1.6 83.4 14.3 PHF .000 .734 .719 .777 .858 .000 .523 .806 .500 .620 .500 .838 .896 .700 .910 .417 .458 .907 .935 .943 .936 Auto 0 184 21 87 292 0 23 29 10 62 6 55 750 14 825 5 11 572 100 688 1867 % Auto 0 99.5 91.3 100 99.0 0 100 100 100 100 100 96.5 98.7 100 98.6 100 100 97.3 99.0 97.6 98.3 Heavy Vehicles 0 1 2 0 3 0 0 0 0 0 0 2 10 0 12 0 0 16 1 17 32 % Heavy Vehicles 0 0.5 8.7 0 1.0 0 0 0 0 0 0 3.5 1.3 0 1.4 0 0 2.7 1.0 2.4 1.7 US-1 Main Street Main Street US-1 Right 100 1 101 Thru 572 16 588 Left 11 0 11 U-Turns 5 0 5 InOut Total 944 688 1632 11 17 28 955 1660 705 Right10 0 10 Thru29 0 29 Left23 0 23 U-Turns0 0 0 OutTotalIn46 62 108 2 0 2 48 110 62 Left 55 2 57 Thru 750 10 760 Right 14 0 14 U-Turns 6 0 6 Out TotalIn 682 825 1507 16 12 28 698 1535 837 Left184 1 185 Thru21 2 23 Right87 0 87 U-Turns0 0 0 TotalOutIn184 292 476 3 3 6 187 482 295 Peak Hour Begins at 08:00 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 12- Main St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Main St & US-1 COUNTY : Indian River County Main Street Eastbound Main Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 56 7 27 90 0 20 14 1 35 4 31 239 3 277 0 5 196 53 254 656 04:45 PM 0 42 9 19 70 0 20 13 3 36 2 13 255 11 281 1 3 211 51 266 653 05:00 PM 0 49 8 19 76 0 13 12 5 30 2 20 200 3 225 2 4 232 48 286 617 05:15 PM 0 47 2 21 70 0 16 21 3 40 0 16 253 9 278 1 6 235 42 284 672 Total Volume 0 194 26 86 306 0 69 60 12 141 8 80 947 26 1061 4 18 874 194 1090 2598 % App. Total 0 63.4 8.5 28.1 0 48.9 42.6 8.5 0.8 7.5 89.3 2.5 0.4 1.7 80.2 17.8 PHF .000 .866 .722 .796 .850 .000 .863 .714 .600 .881 .500 .645 .928 .591 .944 .500 .750 .930 .915 .953 .967 Auto 0 192 26 85 303 0 69 60 12 141 8 80 943 26 1057 4 18 870 194 1086 2587 % Auto 0 99.0 100 98.8 99.0 0 100 100 100 100 100 100 99.6 100 99.6 100 100 99.5 100 99.6 99.6 Heavy Vehicles 0 2 0 1 3 0 0 0 0 0 0 0 4 0 4 0 0 4 0 4 11 % Heavy Vehicles 0 1.0 0 1.2 1.0 0 0 0 0 0 0 0 0.4 0 0.4 0 0 0.5 0 0.4 0.4 US-1 Main Street Main Street US-1 Right 194 0 194 Thru 870 4 874 Left 18 0 18 U-Turns 4 0 4 InOut Total 1147 1086 2233 6 4 10 1153 2243 1090 Right12 0 12 Thru60 0 60 Left69 0 69 U-Turns0 0 0 OutTotalIn70 141 211 0 0 0 70 211 141 Left 80 0 80 Thru 943 4 947 Right 26 0 26 U-Turns 8 0 8 Out TotalIn 1024 1057 2081 5 4 9 1029 2090 1061 Left192 2 194 Thru26 0 26 Right85 1 86 U-Turns0 0 0 TotalOutIn334 303 637 0 3 3 334 640 306 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 12- Main St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Main St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Main Street Eastbound Main Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 06:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 4 0 4 0 0 6 0 6 11 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 0 1 2 0 3 7 Total 0 0 0 0 0 0 1 0 0 1 0 2 8 1 11 0 2 10 0 12 24 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 0 1 4 07:15 AM 0 0 0 0 0 0 0 1 0 1 0 0 3 0 3 0 0 2 0 2 6 07:30 AM 0 0 0 1 1 0 0 0 0 0 0 1 2 0 3 0 0 5 0 5 9 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 1 2 5 Total 0 0 0 1 1 0 0 1 0 1 0 1 11 0 12 0 0 9 1 10 24 08:00 AM 0 1 1 0 2 0 0 0 0 0 0 2 3 0 5 0 0 7 0 7 14 08:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 5 1 6 8 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 0 1 4 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 6 Total 0 1 2 0 3 0 0 0 0 0 0 2 10 0 12 0 0 16 1 17 32 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 3 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 Total 0 1 0 0 1 0 0 0 0 0 0 1 4 0 5 0 0 3 0 3 9 05:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 3 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 3 0 3 7 Total 0 1 0 1 2 0 0 0 0 0 0 0 8 0 8 0 0 6 0 6 16 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 2 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 06:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 1 1 0 0 0 0 0 0 0 3 0 3 0 0 1 1 2 6 Grand Total 0 3 2 3 8 0 1 1 0 2 0 6 44 1 51 0 2 45 3 50 111 Apprch %0 37.5 25 37.5 0 50 50 0 0 11.8 86.3 2 0 4 90 6 Total %0 2.7 1.8 2.7 7.2 0 0.9 0.9 0 1.8 0 5.4 39.6 0.9 45.9 0 1.8 40.5 2.7 45 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 12- Main St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Main St & US-1 COUNTY : Indian River County Groups Printed- Peds Main Street Eastbound Main Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 06:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 4 4 6 *** BREAK *** 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 3 07:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 0 0 0 3 3 6 08:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 3 *** BREAK *** 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 4 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 04:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 05:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 2 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 3 3 5 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 06:30 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 4 4 0 0 0 0 0 6 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 3 3 4 Total 0 0 0 0 0 0 0 0 2 2 0 0 0 5 5 0 0 0 6 6 13 Grand Total 0 0 0 3 3 0 0 0 5 5 0 0 0 9 9 0 0 0 19 19 36 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 0 0 100 Total %0 0 0 8.3 8.3 0 0 0 13.9 13.9 0 0 0 25 25 0 0 0 52.8 52.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 13- Sebastian Bld & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Bld & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 2 9 46 0 57 0 0 42 6 48 105 06:15 AM 0 0 0 0 0 0 0 0 0 0 1 12 76 0 89 0 0 78 6 84 173 06:30 AM 0 0 0 0 0 0 0 0 0 0 2 16 103 0 121 0 0 100 12 112 233 06:45 AM 0 0 0 0 0 0 0 0 0 0 2 22 117 0 141 0 0 105 16 121 262 Total 0 0 0 0 0 0 0 0 0 0 7 59 342 0 408 0 0 325 40 365 773 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 26 128 0 155 0 0 127 17 144 299 07:15 AM 0 0 0 0 0 0 0 0 0 0 3 28 145 0 176 0 0 155 15 170 346 07:30 AM 0 0 0 0 0 0 0 0 0 0 3 42 152 0 197 0 0 223 21 244 441 07:45 AM 0 0 0 0 0 0 0 0 0 0 3 53 194 0 250 0 0 154 36 190 440 Total 0 0 0 0 0 0 0 0 0 0 10 149 619 0 778 0 0 659 89 748 1526 08:00 AM 0 0 0 0 0 0 0 0 0 0 10 55 181 1 247 0 0 171 18 189 436 08:15 AM 0 0 0 0 0 0 0 0 0 0 3 58 202 0 263 0 0 126 26 152 415 08:30 AM 0 0 0 0 0 0 0 0 0 0 5 51 209 0 265 0 0 147 27 174 439 08:45 AM 0 0 0 0 0 0 0 0 0 0 4 56 242 0 302 0 0 113 31 144 446 Total 0 0 0 0 0 0 0 0 0 0 22 220 834 1 1077 0 0 557 102 659 1736 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 4 89 231 0 324 0 0 179 81 260 584 04:15 PM 0 0 0 0 0 0 0 0 0 0 3 91 246 0 340 0 0 148 65 213 553 04:30 PM 0 0 0 0 0 0 0 0 0 0 5 91 261 0 357 0 0 160 88 248 605 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 110 259 0 370 0 0 186 61 247 617 Total 0 0 0 0 0 0 0 0 0 0 13 381 997 0 1391 0 0 673 295 968 2359 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 97 216 0 315 0 0 195 80 275 590 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 123 245 0 368 0 0 176 76 252 620 05:30 PM 0 0 0 0 0 0 0 0 0 0 1 95 282 0 378 0 0 164 45 209 587 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 76 251 0 327 0 0 135 59 194 521 Total 0 0 0 0 0 0 0 0 0 0 3 391 994 0 1388 0 0 670 260 930 2318 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 60 187 0 247 0 0 120 59 179 426 06:15 PM 0 0 0 0 0 0 0 0 0 0 1 64 176 0 241 0 0 121 48 169 410 06:30 PM 0 0 0 0 0 0 0 0 0 0 2 52 139 0 193 0 0 106 50 156 349 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 46 148 0 194 0 0 88 48 136 330 Total 0 0 0 0 0 0 0 0 0 0 3 222 650 0 875 0 0 435 205 640 1515 Grand Total 0 0 0 0 0 0 0 0 0 0 58 142 2 443 6 1 5917 0 0 331 9 991 4310 1022 7 Apprch %0 0 0 0 0 0 0 0 1 24 75 0 0 0 77 23 Total %0 0 0 0 0 0 0 0 0 0 0.6 13.9 43.4 0 57.9 0 0 32.5 9.7 42.1 Auto 0 0 0 0 0 0 0 0 0 0 58 140 7 439 5 1 5861 0 0 327 3 980 4253 1011 4 % Auto 0 0 0 0 0 0 0 0 0 0 100 98.9 99.1 100 99.1 0 0 98.6 98.9 98.7 98.9 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 15 41 0 56 0 0 46 11 57 113 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 1.1 0.9 0 0.9 0 0 1.4 1.1 1.3 1.1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 13- Sebastian Bld & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Bld & US-1 COUNTY : Indian River County Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 0 0 0 0 0 10 55 181 1 247 0 0 171 18 189 436 08:15 AM 0 0 0 0 0 0 0 0 0 0 3 58 202 0 263 0 0 126 26 152 415 08:30 AM 0 0 0 0 0 0 0 0 0 0 5 51 209 0 265 0 0 147 27 174 439 08:45 AM 0 0 0 0 0 0 0 0 0 0 4 56 242 0 302 0 0 113 31 144 446 Total Volume 0 0 0 0 0 0 0 0 0 0 22 220 834 1 1077 0 0 557 102 659 1736 % App. Total 0 0 0 0 0 0 0 0 2 20.4 77.4 0.1 0 0 84.5 15.5 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .550 .948 .862 .250 .892 .000 .000 .814 .823 .872 .973 Auto 0 0 0 0 0 0 0 0 0 0 22 212 828 1 1063 0 0 539 99 638 1701 % Auto 0 0 0 0 0 0 0 0 0 0 100 96.4 99.3 100 98.7 0 0 96.8 97.1 96.8 98.0 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 8 6 0 14 0 0 18 3 21 35 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 3.6 0.7 0 1.3 0 0 3.2 2.9 3.2 2.0 US-1 Sebastian Blvd Sebastian Blvd US-1 Right 99 3 102 Thru 539 18 557 Left 0 0 0 U-Turns 0 0 0 InOut Total 828 638 1466 6 21 27 834 1493 659 Right0 0 0 Thru0 0 0 Left0 0 0 U-Turns0 0 0 OutTotalIn1 0 1 0 0 0 1 1 0 Left 212 8 220 Thru 828 6 834 Right 1 0 1 U-Turns 22 0 22 Out TotalIn 539 1063 1602 18 14 32 557 1634 1077 Left0 0 0 Thru0 0 0 Right0 0 0 U-Turns0 0 0 TotalOutIn311 0 311 11 0 11 322 322 0 Peak Hour Begins at 08:00 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 13- Sebastian Bld & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Bld & US-1 COUNTY : Indian River County Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 5 91 261 0 357 0 0 160 88 248 605 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 110 259 0 370 0 0 186 61 247 617 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 97 216 0 315 0 0 195 80 275 590 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 123 245 0 368 0 0 176 76 252 620 Total Volume 0 0 0 0 0 0 0 0 0 0 8 421 981 0 1410 0 0 717 305 1022 2432 % App. Total 0 0 0 0 0 0 0 0 0.6 29.9 69.6 0 0 0 70.2 29.8 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .400 .856 .940 .000 .953 .000 .000 .919 .866 .929 .981 Auto 0 0 0 0 0 0 0 0 0 0 8 421 976 0 1405 0 0 712 305 1017 2422 % Auto 0 0 0 0 0 0 0 0 0 0 100 100 99.5 0 99.6 0 0 99.3 100 99.5 99.6 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 5 0 5 10 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0.5 0 0.4 0 0 0.7 0 0.5 0.4 US-1 Sebastian Blvd Sebastian Blvd US-1 Right 305 0 305 Thru 712 5 717 Left 0 0 0 U-Turns 0 0 0 InOut Total 976 1017 1993 5 5 10 981 2003 1022 Right0 0 0 Thru0 0 0 Left0 0 0 U-Turns0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 Left 421 0 421 Thru 976 5 981 Right 0 0 0 U-Turns 8 0 8 Out TotalIn 712 1405 2117 5 5 10 717 2127 1410 Left0 0 0 Thru0 0 0 Right0 0 0 U-Turns0 0 0 TotalOutIn726 0 726 0 0 0 726 726 0 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 13- Sebastian Bld & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Bld & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4 0 0 5 1 6 10 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 1 2 4 Total 0 0 0 0 0 0 0 0 0 0 0 2 6 0 8 0 0 8 2 10 18 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 1 0 1 5 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 0 2 4 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 7 1 8 11 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 1 2 5 Total 0 0 0 0 0 0 0 0 0 0 0 1 11 0 12 0 0 11 2 13 25 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 5 2 7 10 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 0 0 6 1 7 12 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 3 0 3 7 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 4 0 4 6 Total 0 0 0 0 0 0 0 0 0 0 0 8 6 0 14 0 0 18 3 21 35 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4 0 0 0 0 0 4 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 3 0 3 5 Total 0 0 0 0 0 0 0 0 0 0 0 2 5 0 7 0 0 4 0 4 11 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 3 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5 0 6 0 0 1 1 2 8 Total 0 0 0 0 0 0 0 0 0 0 0 1 9 0 10 0 0 3 2 5 15 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 1 1 4 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2 3 Total 0 0 0 0 0 0 0 0 0 0 0 1 4 0 5 0 0 2 2 4 9 Grand Total 0 0 0 0 0 0 0 0 0 0 0 15 41 0 56 0 0 46 11 57 113 Apprch %0 0 0 0 0 0 0 0 0 26.8 73.2 0 0 0 80.7 19.3 Total %0 0 0 0 0 0 0 0 0 0 0 13.3 36.3 0 49.6 0 0 40.7 9.7 50.4 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 13- Sebastian Bld & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Bld & US-1 COUNTY : Indian River County Groups Printed- Peds Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 *** BREAK *** 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 *** BREAK *** 07:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 3 *** BREAK *** 04:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 05:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Grand Total 0 0 0 3 3 0 0 0 0 0 0 0 0 1 1 0 0 0 4 4 8 Apprch %0 0 0 100 0 0 0 0 0 0 0 100 0 0 0 100 Total %0 0 0 37.5 37.5 0 0 0 0 0 0 0 0 12.5 12.5 0 0 0 50 50 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 14- Sebastian Blvd EB & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Blvd EB & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 13 8 17 38 0 5 0 2 7 0 0 38 3 41 0 6 40 0 46 132 06:15 AM 0 20 13 35 68 0 9 0 3 12 0 0 71 3 74 1 1 74 0 76 230 06:30 AM 0 36 12 52 100 0 4 0 1 5 0 0 83 4 87 1 6 97 0 104 296 06:45 AM 0 31 23 58 112 0 14 0 0 14 0 0 104 3 107 1 1 110 0 112 345 Total 0 100 56 162 318 0 32 0 6 38 0 0 296 13 309 3 14 321 0 338 1003 07:00 AM 0 39 12 71 122 0 14 0 0 14 0 0 118 6 124 0 4 122 0 126 386 07:15 AM 0 33 14 74 121 0 11 0 0 11 0 0 134 7 141 1 3 159 0 163 436 07:30 AM 0 45 10 103 158 0 16 0 4 20 0 0 149 3 152 2 9 198 0 209 539 07:45 AM 0 54 28 84 166 0 5 0 1 6 0 0 207 7 214 1 4 157 0 162 548 Total 0 171 64 332 567 0 46 0 5 51 0 0 608 23 631 4 20 636 0 660 1909 08:00 AM 0 61 26 78 165 0 22 0 4 26 0 0 160 2 162 3 6 148 0 157 510 08:15 AM 0 50 13 86 149 0 19 0 5 24 1 0 217 6 224 2 5 144 0 151 548 08:30 AM 0 65 13 75 153 0 10 0 2 12 0 0 174 5 179 3 5 133 0 141 485 08:45 AM 0 76 9 81 166 0 15 0 3 18 0 0 229 7 236 3 3 120 0 126 546 Total 0 252 61 320 633 0 66 0 14 80 1 0 780 20 801 11 19 545 0 575 2089 *** BREAK *** 04:00 PM 0 50 15 42 107 0 20 0 7 27 0 0 272 9 281 5 15 185 0 205 620 04:15 PM 0 59 15 46 120 0 8 0 5 13 0 0 258 10 268 4 7 149 0 160 561 04:30 PM 0 53 20 49 122 0 9 0 6 15 0 0 303 11 314 5 7 162 0 174 625 04:45 PM 0 70 20 46 136 0 14 0 9 23 0 0 270 13 283 3 9 151 0 163 605 Total 0 232 70 183 485 0 51 0 27 78 0 0 110 3 43 1146 17 38 647 0 702 2411 05:00 PM 0 33 9 45 87 0 19 0 6 25 0 0 268 18 286 6 13 206 0 225 623 05:15 PM 0 73 17 48 138 0 13 0 3 16 0 0 269 15 284 2 8 156 0 166 604 05:30 PM 0 51 18 40 109 0 15 0 4 19 1 0 295 15 311 2 12 162 0 176 615 05:45 PM 0 60 19 36 115 0 10 0 11 21 0 0 229 5 234 1 4 130 0 135 505 Total 0 217 63 169 449 0 57 0 24 81 1 0 106 1 53 1115 11 37 654 0 702 2347 06:00 PM 0 49 19 40 108 0 11 0 4 15 0 0 188 6 194 3 2 129 0 134 451 06:15 PM 0 39 18 24 81 0 10 0 12 22 1 1 135 8 145 6 8 97 0 111 359 06:30 PM 0 46 18 36 100 0 18 0 5 23 0 0 147 7 154 4 7 112 1 124 401 06:45 PM 0 26 10 21 57 0 3 0 6 9 0 0 124 4 128 5 3 87 0 95 289 Total 0 160 65 121 346 0 42 0 27 69 1 1 594 25 621 18 20 425 1 464 1500 Grand Total 0 113 2 379 128 7 2798 0 294 0 103 397 3 1 444 2 177 4623 64 148 322 8 1 3441 1125 9 Apprch %0 40.5 13.5 46 0 74.1 0 25.9 0.1 0 96.1 3.8 1.9 4.3 93.8 0 Total %0 10.1 3.4 11.4 24.9 0 2.6 0 0.9 3.5 0 0 39.5 1.6 41.1 0.6 1.3 28.7 0 30.6 Auto 0 112 6 378 127 6 2780 0 293 0 103 396 3 1 440 1 176 4581 63 147 318 8 1 3399 1115 6 % Auto 0 99.5 99.7 99.1 99.4 0 99.7 0 100 99.7 100 100 99.1 99.4 99.1 98.4 99.3 98.8 100 98.8 99.1 Heavy Vehicles 0 6 1 11 18 0 1 0 0 1 0 0 41 1 42 1 1 40 0 42 103 % Heavy Vehicles 0 0.5 0.3 0.9 0.6 0 0.3 0 0 0.3 0 0 0.9 0.6 0.9 1.6 0.7 1.2 0 1.2 0.9 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 14- Sebastian Blvd EB & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Blvd EB & US-1 COUNTY : Indian River County Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 45 10 103 158 0 16 0 4 20 0 0 149 3 152 2 9 198 0 209 539 07:45 AM 0 54 28 84 166 0 5 0 1 6 0 0 207 7 214 1 4 157 0 162 548 08:00 AM 0 61 26 78 165 0 22 0 4 26 0 0 160 2 162 3 6 148 0 157 510 08:15 AM 0 50 13 86 149 0 19 0 5 24 1 0 217 6 224 2 5 144 0 151 548 Total Volume 0 210 77 351 638 0 62 0 14 76 1 0 733 18 752 8 24 647 0 679 2145 % App. Total 0 32.9 12.1 55 0 81.6 0 18.4 0.1 0 97.5 2.4 1.2 3.5 95.3 0 PHF .000 .861 .688 .852 .961 .000 .705 .000 .700 .731 .250 .000 .844 .643 .839 .667 .667 .817 .000 .812 .979 Auto 0 208 77 344 629 0 62 0 14 76 1 0 720 18 739 8 24 633 0 665 2109 % Auto 0 99.0 100 98.0 98.6 0 100 0 100 100 100 0 98.2 100 98.3 100 100 97.8 0 97.9 98.3 Heavy Vehicles 0 2 0 7 9 0 0 0 0 0 0 0 13 0 13 0 0 14 0 14 36 % Heavy Vehicles 0 1.0 0 2.0 1.4 0 0 0 0 0 0 0 1.8 0 1.7 0 0 2.2 0 2.1 1.7 US-1 Sebastian Blvd Sebastian Blvd US-1 Right 0 0 0 Thru 633 14 647 Left 24 0 24 U-Turns 8 0 8 InOut Total 942 665 1607 15 14 29 957 1636 679 Right14 0 14 Thru0 0 0 Left62 0 62 U-Turns0 0 0 OutTotalIn119 76 195 0 0 0 119 195 76 Left 0 0 0 Thru 720 13 733 Right 18 0 18 U-Turns 1 0 1 Out TotalIn 1039 739 1778 21 13 34 1060 1812 752 Left208 2 210 Thru77 0 77 Right344 7 351 U-Turns0 0 0 TotalOutIn0 629 629 0 9 9 0 638 638 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 14- Sebastian Blvd EB & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Blvd EB & US-1 COUNTY : Indian River County Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 53 20 49 122 0 9 0 6 15 0 0 303 11 314 5 7 162 0 174 625 04:45 PM 0 70 20 46 136 0 14 0 9 23 0 0 270 13 283 3 9 151 0 163 605 05:00 PM 0 33 9 45 87 0 19 0 6 25 0 0 268 18 286 6 13 206 0 225 623 05:15 PM 0 73 17 48 138 0 13 0 3 16 0 0 269 15 284 2 8 156 0 166 604 Total Volume 0 229 66 188 483 0 55 0 24 79 0 0 111 0 57 1167 16 37 675 0 728 2457 % App. Total 0 47.4 13.7 38.9 0 69.6 0 30.4 0 0 95.1 4.9 2.2 5.1 92.7 0 PHF .000 .784 .825 .959 .875 .000 .724 .000 .667 .790 .000 .000 .916 .792 .929 .667 .712 .819 .000 .809 .983 Auto 0 228 66 188 482 0 55 0 24 79 0 0 110 8 56 1164 16 37 669 0 722 2447 % Auto 0 99.6 100 100 99.8 0 100 0 100 100 0 0 99.8 98.2 99.7 100 100 99.1 0 99.2 99.6 Heavy Vehicles 0 1 0 0 1 0 0 0 0 0 0 0 2 1 3 0 0 6 0 6 10 % Heavy Vehicles 0 0.4 0 0 0.2 0 0 0 0 0 0 0 0.2 1.8 0.3 0 0 0.9 0 0.8 0.4 US-1 Sebastian Blvd Sebastian Blvd US-1 Right 0 0 0 Thru 669 6 675 Left 37 0 37 U-Turns 16 0 16 InOut Total 1360 722 2082 3 6 9 1363 2091 728 Right24 0 24 Thru0 0 0 Left55 0 55 U-Turns0 0 0 OutTotalIn159 79 238 1 0 1 160 239 79 Left 0 0 0 Thru 1108 2 1110 Right 56 1 57 U-Turns 0 0 0 Out TotalIn 912 1164 2076 6 3 9 918 2085 1167 Left228 1 229 Thru66 0 66 Right188 0 188 U-Turns0 0 0 TotalOutIn0 482 482 0 1 1 0 483 483 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 14- Sebastian Blvd EB & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Blvd EB & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 0 0 4 0 4 10 06:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 4 Total 0 0 0 1 1 0 0 0 0 0 0 0 10 0 10 0 0 7 0 7 18 07:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 3 0 3 0 0 1 0 1 5 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 07:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 2 0 2 0 0 4 0 4 7 07:45 AM 0 1 0 2 3 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 6 Total 0 1 0 3 4 0 1 0 0 1 0 0 8 0 8 0 0 8 0 8 21 08:00 AM 0 0 0 3 3 0 0 0 0 0 0 0 5 0 5 0 0 3 0 3 11 08:15 AM 0 1 0 1 2 0 0 0 0 0 0 0 4 0 4 0 0 6 0 6 12 08:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 7 08:45 AM 0 1 0 1 2 0 0 0 0 0 0 0 3 0 3 0 1 2 0 3 8 Total 0 2 0 6 8 0 0 0 0 0 0 0 15 0 15 0 1 14 0 15 38 *** BREAK *** 04:00 PM 0 1 1 0 2 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 4 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 Total 0 1 1 0 2 0 0 0 0 0 0 0 4 0 4 0 0 3 0 3 9 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 2 0 2 4 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 1 0 1 0 2 5 Total 0 1 0 0 1 0 0 0 0 0 0 0 4 1 5 1 0 5 0 6 12 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 06:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 06:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 5 Grand Total 0 6 1 11 18 0 1 0 0 1 0 0 41 1 42 1 1 40 0 42 103 Apprch %0 33.3 5.6 61.1 0 100 0 0 0 0 97.6 2.4 2.4 2.4 95.2 0 Total %0 5.8 1 10.7 17.5 0 1 0 0 1 0 0 39.8 1 40.8 1 1 38.8 0 40.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 14- Sebastian Blvd EB & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Sebastian Blvd EB & US-1 COUNTY : Indian River County Groups Printed- Peds Sebastian Blvd Eastbound Sebastian Blvd Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 3 07:00 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 3 *** BREAK *** 08:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2 *** BREAK *** 04:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** Total 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** Grand Total 0 0 0 2 2 0 0 0 3 3 0 0 0 5 5 0 0 0 0 0 10 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 0 0 0 Total %0 0 0 20 20 0 0 0 30 30 0 0 0 50 50 0 0 0 0 0 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 3- Schumann Dr & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Schumann Dr & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Schumann Dr Eastbound Schumann Dr Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 5 0 7 12 0 0 0 1 1 0 2 45 0 47 0 0 59 2 61 121 06:15 AM 0 8 0 13 21 0 0 0 2 2 0 2 64 0 66 0 0 103 9 112 201 06:30 AM 0 13 0 14 27 0 2 0 0 2 0 0 69 0 69 3 0 152 5 160 258 06:45 AM 0 18 0 29 47 0 1 0 1 2 4 2 101 1 108 3 0 140 3 146 303 Total 0 44 0 63 107 0 3 0 4 7 4 6 279 1 290 6 0 454 19 479 883 07:00 AM 0 19 0 27 46 0 3 0 2 5 1 3 113 2 119 2 0 185 8 195 365 07:15 AM 0 24 0 36 60 0 1 0 1 2 1 11 134 0 146 0 0 224 10 234 442 07:30 AM 0 25 0 54 79 0 3 0 1 4 0 9 159 1 169 0 1 288 19 308 560 07:45 AM 0 29 0 37 66 0 1 1 1 3 1 9 174 0 184 1 1 271 7 280 533 Total 0 97 0 154 251 0 8 1 5 14 3 32 580 3 618 3 2 968 44 1017 1900 08:00 AM 0 26 0 34 60 0 3 0 2 5 0 6 150 0 156 1 2 210 23 236 457 08:15 AM 0 24 0 28 52 0 0 0 1 1 1 4 209 1 215 2 0 206 24 232 500 08:30 AM 0 18 0 24 42 0 3 0 5 8 0 12 206 0 218 2 1 208 20 231 499 08:45 AM 0 47 0 23 70 0 1 0 0 1 1 7 173 0 181 1 3 198 11 213 465 Total 0 115 0 109 224 0 7 0 8 15 2 29 738 1 770 6 6 822 78 912 1921 *** BREAK *** 04:00 PM 0 29 1 11 41 0 0 1 0 1 1 37 253 0 291 0 2 192 22 216 549 04:15 PM 0 11 3 9 23 0 2 0 4 6 1 32 297 1 331 1 6 205 11 223 583 04:30 PM 0 23 1 10 34 0 4 0 0 4 0 15 236 2 253 2 5 206 32 245 536 04:45 PM 0 19 1 16 36 0 1 0 3 4 2 25 290 2 319 1 2 178 33 214 573 Total 0 82 6 46 134 0 7 1 7 15 4 109 107 6 5 1194 4 15 781 98 898 2241 05:00 PM 0 21 0 10 31 0 2 1 2 5 0 31 230 5 266 3 2 222 37 264 566 05:15 PM 0 14 0 12 26 0 1 1 4 6 0 26 316 1 343 3 2 200 31 236 611 05:30 PM 0 22 0 2 24 0 1 0 1 2 0 34 271 2 307 0 0 184 23 207 540 05:45 PM 0 20 0 10 30 0 1 0 2 3 1 17 221 3 242 1 1 181 39 222 497 Total 0 77 0 34 111 0 5 2 9 16 1 108 103 8 11 1158 7 5 787 130 929 2214 06:00 PM 0 24 2 11 37 0 0 0 2 2 2 15 162 0 179 7 4 163 30 204 422 06:15 PM 0 22 2 12 36 0 1 0 1 2 1 23 153 1 178 1 1 134 11 147 363 06:30 PM 0 12 0 11 23 1 1 0 2 4 3 19 143 3 168 5 1 147 22 175 370 06:45 PM 0 12 0 5 17 0 0 0 1 1 1 20 120 3 144 1 4 128 27 160 322 Total 0 70 4 39 113 1 2 0 6 9 7 77 578 7 669 14 10 572 90 686 1477 Grand Total 0 485 10 445 940 1 32 4 39 76 21 361 428 9 28 4699 40 38 438 4 459 4921 1063 6 Apprch %0 51.6 1.1 47.3 1.3 42.1 5.3 51.3 0.4 7.7 91.3 0.6 0.8 0.8 89.1 9.3 Total %0 4.6 0.1 4.2 8.8 0 0.3 0 0.4 0.7 0.2 3.4 40.3 0.3 44.2 0.4 0.4 41.2 4.3 46.3 Auto 0 482 10 440 932 1 31 4 38 74 21 358 424 0 26 4645 40 38 433 4 459 4871 1052 2 % Auto 0 99.4 100 98.9 99.1 100 96.9 100 97.4 97.4 100 99.2 98.9 92.9 98.9 100 100 98.9 100 99 98.9 Heavy Vehicles 0 3 0 5 8 0 1 0 1 2 0 3 49 2 54 0 0 50 0 50 114 % Heavy Vehicles 0 0.6 0 1.1 0.9 0 3.1 0 2.6 2.6 0 0.8 1.1 7.1 1.1 0 0 1.1 0 1 1.1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 3- Schumann Dr & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Schumann Dr & US-1 COUNTY : Indian River County Schumann Dr Eastbound Schumann Dr Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 25 0 54 79 0 3 0 1 4 0 9 159 1 169 0 1 288 19 308 560 07:45 AM 0 29 0 37 66 0 1 1 1 3 1 9 174 0 184 1 1 271 7 280 533 08:00 AM 0 26 0 34 60 0 3 0 2 5 0 6 150 0 156 1 2 210 23 236 457 08:15 AM 0 24 0 28 52 0 0 0 1 1 1 4 209 1 215 2 0 206 24 232 500 Total Volume 0 104 0 153 257 0 7 1 5 13 2 28 692 2 724 4 4 975 73 1056 2050 % App. Total 0 40.5 0 59.5 0 53.8 7.7 38.5 0.3 3.9 95.6 0.3 0.4 0.4 92.3 6.9 PHF .000 .897 .000 .708 .813 .000 .583 .250 .625 .650 .500 .778 .828 .500 .842 .500 .500 .846 .760 .857 .915 Auto 0 103 0 151 254 0 6 1 5 12 2 27 679 1 709 4 4 968 73 1049 2024 % Auto 0 99.0 0 98.7 98.8 0 85.7 100 100 92.3 100 96.4 98.1 50.0 97.9 100 100 99.3 100 99.3 98.7 Heavy Vehicles 0 1 0 2 3 0 1 0 0 1 0 1 13 1 15 0 0 7 0 7 26 % Heavy Vehicles 0 1.0 0 1.3 1.2 0 14.3 0 0 7.7 0 3.6 1.9 50.0 2.1 0 0 0.7 0 0.7 1.3 US-1 Schumann Dr Schumann Dr US-1 Right 73 0 73 Thru 968 7 975 Left 4 0 4 U-Turns 4 0 4 InOut Total 787 1049 1836 14 7 21 801 1857 1056 Right5 0 5 Thru1 0 1 Left6 1 7 U-Turns0 0 0 OutTotalIn5 12 17 1 1 2 6 19 13 Left 27 1 28 Thru 679 13 692 Right 1 1 2 U-Turns 2 0 2 Out TotalIn 1125 709 1834 10 15 25 1135 1859 724 Left103 1 104 Thru0 0 0 Right151 2 153 U-Turns0 0 0 TotalOutIn101 254 355 1 3 4 102 359 257 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 3- Schumann Dr & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Schumann Dr & US-1 COUNTY : Indian River County Schumann Dr Eastbound Schumann Dr Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 19 1 16 36 0 1 0 3 4 2 25 290 2 319 1 2 178 33 214 573 05:00 PM 0 21 0 10 31 0 2 1 2 5 0 31 230 5 266 3 2 222 37 264 566 05:15 PM 0 14 0 12 26 0 1 1 4 6 0 26 316 1 343 3 2 200 31 236 611 05:30 PM 0 22 0 2 24 0 1 0 1 2 0 34 271 2 307 0 0 184 23 207 540 Total Volume 0 76 1 40 117 0 5 2 10 17 2 116 110 7 10 1235 7 6 784 124 921 2290 % App. Total 0 65 0.9 34.2 0 29.4 11.8 58.8 0.2 9.4 89.6 0.8 0.8 0.7 85.1 13.5 PHF .000 .864 .250 .625 .813 .000 .625 .500 .625 .708 .250 .853 .876 .500 .900 .583 .750 .883 .838 .872 .937 Auto 0 76 1 40 117 0 5 2 10 17 2 116 110 0 10 1228 7 6 775 124 912 2274 % Auto 0 100 100 100 100 0 100 100 100 100 100 100 99.4 100 99.4 100 100 98.9 100 99.0 99.3 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 0 0 9 0 9 16 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0.6 0 0 1.1 0 1.0 0.7 US-1 Schumann Dr Schumann Dr US-1 Right 124 0 124 Thru 775 9 784 Left 6 0 6 U-Turns 7 0 7 InOut Total 1186 912 2098 7 9 16 1193 2114 921 Right10 0 10 Thru2 0 2 Left5 0 5 U-Turns0 0 0 OutTotalIn17 17 34 0 0 0 17 34 17 Left 116 0 116 Thru 1100 7 1107 Right 10 0 10 U-Turns 2 0 2 Out TotalIn 820 1228 2048 9 7 16 829 2064 1235 Left76 0 76 Thru1 0 1 Right40 0 40 U-Turns0 0 0 TotalOutIn242 117 359 0 0 0 242 359 117 Peak Hour Begins at 04:45 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 3- Schumann Dr & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Schumann Dr & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Schumann Dr Eastbound Schumann Dr Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 3 06:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 4 0 4 0 0 1 0 1 6 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 4 0 4 9 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 0 1 3 Total 0 1 0 0 1 0 0 0 0 0 0 0 12 1 13 0 0 7 0 7 21 07:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 2 3 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 1 0 1 4 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 2 0 2 6 Total 0 0 0 0 0 0 0 0 1 1 0 1 7 1 9 0 0 5 0 5 15 08:00 AM 0 0 0 1 1 0 1 0 0 1 0 1 3 0 4 0 0 0 0 0 6 08:15 AM 0 1 0 1 2 0 0 0 0 0 0 0 5 0 5 0 0 5 0 5 12 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 5 0 5 8 08:45 AM 0 0 0 1 1 0 0 0 0 0 0 1 2 0 3 0 0 5 0 5 9 Total 0 1 0 3 4 0 1 0 0 1 0 2 13 0 15 0 0 15 0 15 35 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 3 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 3 0 3 0 0 5 0 5 9 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 4 0 4 8 Total 0 1 0 0 1 0 0 0 0 0 0 0 11 0 11 0 0 11 0 11 23 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 3 0 3 4 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 0 2 4 Total 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 7 0 7 12 06:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 06:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 Total 0 0 0 2 2 0 0 0 0 0 0 0 1 0 1 0 0 5 0 5 8 Grand Total 0 3 0 5 8 0 1 0 1 2 0 3 49 2 54 0 0 50 0 50 114 Apprch %0 37.5 0 62.5 0 50 0 50 0 5.6 90.7 3.7 0 0 100 0 Total %0 2.6 0 4.4 7 0 0.9 0 0.9 1.8 0 2.6 43 1.8 47.4 0 0 43.9 0 43.9 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 3- Schumann Dr & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Schumann Dr & US-1 COUNTY : Indian River County Groups Printed- Peds Schumann Dr Eastbound Schumann Dr Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 07:45 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2 *** BREAK *** 08:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 2 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 3 *** BREAK *** 05:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 06:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 3 Grand Total 0 0 0 0 0 0 0 0 4 4 0 0 0 2 2 0 0 0 3 3 9 Apprch %0 0 0 0 0 0 0 100 0 0 0 100 0 0 0 100 Total %0 0 0 0 0 0 0 0 44.4 44.4 0 0 0 22.2 22.2 0 0 0 33.3 33.3 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 4- Barber St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Barber St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Barber Street Eastbound Barber Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 4 0 7 11 0 0 0 1 1 1 2 38 0 41 1 0 55 2 58 111 06:15 AM 0 10 0 13 23 0 0 0 1 1 0 2 67 0 69 1 0 98 2 101 194 06:30 AM 0 12 0 24 36 0 0 0 0 0 1 1 96 0 98 1 0 161 10 172 306 06:45 AM 0 20 0 18 38 0 3 0 1 4 1 3 113 0 117 0 0 148 9 157 316 Total 0 46 0 62 108 0 3 0 3 6 3 8 314 0 325 3 0 462 23 488 927 07:00 AM 0 20 0 18 38 0 2 0 3 5 2 5 105 2 114 1 0 183 9 193 350 07:15 AM 0 30 0 27 57 0 0 0 3 3 0 10 120 0 130 2 0 247 6 255 445 07:30 AM 0 24 0 42 66 0 3 0 1 4 1 11 132 0 144 1 1 287 2 291 505 07:45 AM 0 36 0 28 64 0 2 0 1 3 0 6 200 1 207 2 1 258 12 273 547 Total 0 110 0 115 225 0 7 0 8 15 3 32 557 3 595 6 2 975 29 1012 1847 08:00 AM 0 22 0 39 61 0 3 0 2 5 1 11 153 0 165 0 0 238 7 245 476 08:15 AM 0 24 0 27 51 0 0 1 2 3 1 12 189 3 205 1 1 216 17 235 494 08:30 AM 0 28 0 30 58 0 1 0 4 5 0 7 189 0 196 2 0 193 21 216 475 08:45 AM 0 43 0 26 69 0 1 0 2 3 1 6 201 1 209 2 0 200 25 227 508 Total 0 117 0 122 239 0 5 1 10 16 3 36 732 4 775 5 1 847 70 923 1953 *** BREAK *** 04:00 PM 0 24 1 10 35 0 1 1 2 4 1 23 226 0 250 2 0 203 27 232 521 04:15 PM 0 20 1 18 39 0 2 0 1 3 1 25 286 2 314 5 0 206 34 245 601 04:30 PM 0 28 2 10 40 0 0 0 0 0 1 33 304 1 339 4 4 217 28 253 632 04:45 PM 0 27 1 16 44 0 1 0 3 4 1 25 269 2 297 1 3 193 32 229 574 Total 0 99 5 54 158 0 4 1 6 11 4 106 108 5 5 1200 12 7 819 121 959 2328 05:00 PM 0 23 1 11 35 0 1 1 2 4 0 20 269 4 293 0 0 224 49 273 605 05:15 PM 0 15 1 14 30 0 0 1 4 5 0 35 330 2 367 0 3 197 42 242 644 05:30 PM 0 29 0 11 40 0 3 0 1 4 1 22 277 2 302 1 1 185 29 216 562 05:45 PM 0 21 0 7 28 0 1 0 0 1 0 38 201 1 240 0 6 151 11 168 437 Total 0 88 2 43 133 0 5 2 7 14 1 115 107 7 9 1202 1 10 757 131 899 2248 06:00 PM 0 16 0 11 27 0 0 0 0 0 2 18 155 2 177 2 1 154 20 177 381 06:15 PM 0 12 1 7 20 0 1 1 1 3 3 16 143 2 164 0 2 127 19 148 335 06:30 PM 0 18 1 2 21 0 1 1 1 3 2 11 133 2 148 1 5 116 12 134 306 06:45 PM 0 16 0 11 27 0 1 0 0 1 1 13 123 2 139 1 2 117 14 134 301 Total 0 62 2 31 95 0 3 2 2 7 8 58 554 8 628 4 10 514 65 593 1323 Grand Total 0 522 9 427 958 0 27 6 36 69 22 355 431 9 29 4725 31 30 437 4 439 4874 1062 6 Apprch %0 54.5 0.9 44.6 0 39.1 8.7 52.2 0.5 7.5 91.4 0.6 0.6 0.6 89.7 9 Total %0 4.9 0.1 4 9 0 0.3 0.1 0.3 0.6 0.2 3.3 40.6 0.3 44.5 0.3 0.3 41.2 4.1 45.9 Auto 0 516 9 424 949 0 27 6 36 69 22 352 427 0 28 4672 30 29 433 3 439 4831 1052 1 % Auto 0 98.9 100 99.3 99.1 0 100 100 100 100 100 99.2 98.9 96.6 98.9 96.8 96.7 99.1 100 99.1 99 Heavy Vehicles 0 6 0 3 9 0 0 0 0 0 0 3 49 1 53 1 1 41 0 43 105 % Heavy Vehicles 0 1.1 0 0.7 0.9 0 0 0 0 0 0 0.8 1.1 3.4 1.1 3.2 3.3 0.9 0 0.9 1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 4- Barber St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Barber St & US-1 COUNTY : Indian River County Barber Street Eastbound Barber Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 24 0 42 66 0 3 0 1 4 1 11 132 0 144 1 1 287 2 291 505 07:45 AM 0 36 0 28 64 0 2 0 1 3 0 6 200 1 207 2 1 258 12 273 547 08:00 AM 0 22 0 39 61 0 3 0 2 5 1 11 153 0 165 0 0 238 7 245 476 08:15 AM 0 24 0 27 51 0 0 1 2 3 1 12 189 3 205 1 1 216 17 235 494 Total Volume 0 106 0 136 242 0 8 1 6 15 3 40 674 4 721 4 3 999 38 1044 2022 % App. Total 0 43.8 0 56.2 0 53.3 6.7 40 0.4 5.5 93.5 0.6 0.4 0.3 95.7 3.6 PHF .000 .736 .000 .810 .917 .000 .667 .250 .750 .750 .750 .833 .843 .333 .871 .500 .750 .870 .559 .897 .924 Auto 0 105 0 134 239 0 8 1 6 15 3 39 661 3 706 3 2 986 38 1029 1989 % Auto 0 99.1 0 98.5 98.8 0 100 100 100 100 100 97.5 98.1 75.0 97.9 75.0 66.7 98.7 100 98.6 98.4 Heavy Vehicles 0 1 0 2 3 0 0 0 0 0 0 1 13 1 15 1 1 13 0 15 33 % Heavy Vehicles 0 0.9 0 1.5 1.2 0 0 0 0 0 0 2.5 1.9 25.0 2.1 25.0 33.3 1.3 0 1.4 1.6 US-1 Barber Street Barber Street US-1 Right 38 0 38 Thru 986 13 999 Left 2 1 3 U-Turns 3 1 4 InOut Total 772 1029 1801 14 15 29 786 1830 1044 Right6 0 6 Thru1 0 1 Left8 0 8 U-Turns0 0 0 OutTotalIn5 15 20 2 0 2 7 22 15 Left 39 1 40 Thru 661 13 674 Right 3 1 4 U-Turns 3 0 3 Out TotalIn 1128 706 1834 15 15 30 1143 1864 721 Left105 1 106 Thru0 0 0 Right134 2 136 U-Turns0 0 0 TotalOutIn78 239 317 1 3 4 79 321 242 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 4- Barber St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Barber St & US-1 COUNTY : Indian River County Barber Street Eastbound Barber Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 28 2 10 40 0 0 0 0 0 1 33 304 1 339 4 4 217 28 253 632 04:45 PM 0 27 1 16 44 0 1 0 3 4 1 25 269 2 297 1 3 193 32 229 574 05:00 PM 0 23 1 11 35 0 1 1 2 4 0 20 269 4 293 0 0 224 49 273 605 05:15 PM 0 15 1 14 30 0 0 1 4 5 0 35 330 2 367 0 3 197 42 242 644 Total Volume 0 93 5 51 149 0 2 2 9 13 2 113 117 2 9 1296 5 10 831 151 997 2455 % App. Total 0 62.4 3.4 34.2 0 15.4 15.4 69.2 0.2 8.7 90.4 0.7 0.5 1 83.4 15.1 PHF .000 .830 .625 .797 .847 .000 .500 .500 .563 .650 .500 .807 .888 .563 .883 .313 .625 .927 .770 .913 .953 Auto 0 92 5 51 148 0 2 2 9 13 2 113 116 8 9 1292 5 10 825 151 991 2444 % Auto 0 98.9 100 100 99.3 0 100 100 100 100 100 100 99.7 100 99.7 100 100 99.3 100 99.4 99.6 Heavy Vehicles 0 1 0 0 1 0 0 0 0 0 0 0 4 0 4 0 0 6 0 6 11 % Heavy Vehicles 0 1.1 0 0 0.7 0 0 0 0 0 0 0 0.3 0 0.3 0 0 0.7 0 0.6 0.4 US-1 Barber Street Barber Street US-1 Right 151 0 151 Thru 825 6 831 Left 10 0 10 U-Turns 5 0 5 InOut Total 1269 991 2260 5 6 11 1274 2271 997 Right9 0 9 Thru2 0 2 Left2 0 2 U-Turns0 0 0 OutTotalIn24 13 37 0 0 0 24 37 13 Left 113 0 113 Thru 1168 4 1172 Right 9 0 9 U-Turns 2 0 2 Out TotalIn 878 1292 2170 6 4 10 884 2180 1296 Left92 1 93 Thru5 0 5 Right51 0 51 U-Turns0 0 0 TotalOutIn266 148 414 0 1 1 266 415 149 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 4- Barber St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Barber St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Barber Street Eastbound Barber Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total *** BREAK *** 06:15 AM 0 3 0 0 3 0 0 0 0 0 0 0 4 0 4 0 0 1 0 1 8 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 6 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 2 0 2 5 Total 0 3 0 0 3 0 0 0 0 0 0 0 10 0 10 0 0 6 0 6 19 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 3 0 5 0 0 2 0 2 7 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 2 0 2 5 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 6 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1 1 3 0 5 7 Total 0 0 0 0 0 0 0 0 0 0 0 2 11 0 13 1 1 10 0 12 25 08:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 5 0 5 0 0 2 0 2 8 08:15 AM 0 1 0 1 2 0 0 0 0 0 0 1 3 1 5 0 0 5 0 5 12 08:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 5 0 5 0 0 5 0 5 11 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 5 0 5 8 Total 0 1 0 3 4 0 0 0 0 0 0 1 16 1 18 0 0 17 0 17 39 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 2 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 3 0 3 5 Total 0 2 0 0 2 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 8 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 2 0 2 5 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 4 Total 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 0 0 4 0 4 12 *** BREAK *** 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 *** BREAK *** 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 Grand Total 0 6 0 3 9 0 0 0 0 0 0 3 49 1 53 1 1 41 0 43 105 Apprch %0 66.7 0 33.3 0 0 0 0 0 5.7 92.5 1.9 2.3 2.3 95.3 0 Total %0 5.7 0 2.9 8.6 0 0 0 0 0 0 2.9 46.7 1 50.5 1 1 39 0 41 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 4- Barber St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Barber St & US-1 COUNTY : Indian River County Groups Printed- Peds Barber Street Eastbound Barber Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 06:45 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 07:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 1 1 4 Total 0 0 0 0 0 0 0 0 6 6 0 0 0 0 0 0 0 0 1 1 7 08:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 *** BREAK *** 04:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 05:00 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 05:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 Total 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 2 2 5 06:00 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 06:30 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** Total 0 0 0 1 1 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 4 Grand Total 0 0 0 1 1 0 0 0 16 16 0 0 0 0 0 0 0 0 5 5 22 Apprch %0 0 0 100 0 0 0 100 0 0 0 0 0 0 0 100 Total %0 0 0 4.5 4.5 0 0 0 72.7 72.7 0 0 0 0 0 0 0 0 22.7 22.7 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 5- 85th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 85th St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles 85th Street Eastbound 85th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 13 8 27 48 0 5 8 3 16 0 4 25 8 37 0 2 47 0 49 150 06:15 AM 0 20 11 57 88 0 11 15 3 29 0 5 47 3 55 0 4 79 1 84 256 06:30 AM 0 30 27 71 128 0 14 15 6 35 0 15 68 8 91 0 15 149 0 164 418 06:45 AM 0 30 34 78 142 0 22 22 2 46 0 17 65 18 100 0 7 132 0 139 427 Total 0 93 80 233 406 0 52 60 14 126 0 41 205 37 283 0 28 407 1 436 1251 07:00 AM 0 28 41 79 148 0 28 26 7 61 0 19 60 15 94 0 12 188 1 201 504 07:15 AM 0 35 37 59 131 0 18 21 7 46 1 21 110 32 164 0 19 211 0 230 571 07:30 AM 0 43 71 65 179 0 68 27 8 103 0 24 111 47 182 0 20 236 0 256 720 07:45 AM 0 50 59 50 159 0 33 45 11 89 0 21 116 64 201 0 26 264 1 291 740 Total 0 156 208 253 617 0 147 119 33 299 1 85 397 158 641 0 77 899 2 978 2535 08:00 AM 0 37 54 68 159 0 39 44 11 94 0 29 126 42 197 1 32 225 0 258 708 08:15 AM 0 62 60 63 185 0 46 68 11 125 0 25 113 51 189 0 25 218 0 243 742 08:30 AM 0 38 56 61 155 0 46 43 12 101 0 28 115 71 214 0 30 157 0 187 657 08:45 AM 0 51 57 66 174 0 44 22 10 76 0 18 123 62 203 0 35 172 1 208 661 Total 0 188 227 258 673 0 175 177 44 396 0 100 477 226 803 1 122 772 1 896 2768 *** BREAK *** 04:00 PM 1 46 45 35 127 0 46 72 29 147 0 60 131 42 233 0 27 105 0 132 639 04:15 PM 0 57 32 23 112 0 38 76 16 130 0 66 262 49 377 0 26 151 0 177 796 04:30 PM 0 65 33 28 126 0 62 80 21 163 0 57 203 39 299 0 15 113 0 128 716 04:45 PM 0 40 37 25 102 0 37 41 21 99 0 76 200 31 307 0 26 143 2 171 679 Total 1 208 147 111 467 0 183 269 87 539 0 259 796 161 1216 0 94 512 2 608 2830 05:00 PM 0 43 38 21 102 0 46 52 25 123 0 53 195 29 277 0 23 147 1 171 673 05:15 PM 0 46 39 30 115 0 27 32 15 74 0 92 329 37 458 0 21 115 2 138 785 05:30 PM 0 40 27 27 94 0 29 40 23 92 0 63 189 20 272 0 31 135 1 167 625 05:45 PM 0 39 24 22 85 0 29 41 22 92 0 46 125 26 197 0 16 72 3 91 465 Total 0 168 128 100 396 0 131 165 85 381 0 254 838 112 1204 0 91 469 7 567 2548 06:00 PM 0 24 21 14 59 0 22 31 20 73 0 42 112 26 180 0 16 98 2 116 428 06:15 PM 0 38 26 25 89 0 21 30 17 68 0 51 100 31 182 0 24 83 0 107 446 06:30 PM 0 26 25 28 79 0 25 24 10 59 0 32 87 20 139 0 9 61 0 70 347 06:45 PM 0 30 16 22 68 0 20 20 14 54 0 25 76 16 117 0 9 60 0 69 308 Total 0 118 88 89 295 0 88 105 61 254 0 150 375 93 618 0 58 302 2 362 1529 Grand Total 1 931 878 104 4 2854 0 776 895 324 1995 1 889 308 8 787 4765 1 470 336 1 15 3847 1346 1 Apprch %0 32.6 30.8 36.6 0 38.9 44.9 16.2 0 18.7 64.8 16.5 0 12.2 87.4 0.4 Total %0 6.9 6.5 7.8 21.2 0 5.8 6.6 2.4 14.8 0 6.6 22.9 5.8 35.4 0 3.5 25 0.1 28.6 Auto 1 915 859 103 2 2807 0 771 884 319 1974 1 879 305 9 776 4715 1 468 332 9 15 3813 1330 9 % Auto 100 98.3 97.8 98.9 98.4 0 99.4 98.8 98.5 98.9 100 98.9 99.1 98.6 99 100 99.6 99 100 99.1 98.9 Heavy Vehicles 0 16 19 12 47 0 5 11 5 21 0 10 29 11 50 0 2 32 0 34 152 % Heavy Vehicles 0 1.7 2.2 1.1 1.6 0 0.6 1.2 1.5 1.1 0 1.1 0.9 1.4 1 0 0.4 1 0 0.9 1.1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 5- 85th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: 85th St & US-1 COUNTY : Indian River County 85th Street Eastbound 85th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 43 71 65 179 0 68 27 8 103 0 24 111 47 182 0 20 236 0 256 720 07:45 AM 0 50 59 50 159 0 33 45 11 89 0 21 116 64 201 0 26 264 1 291 740 08:00 AM 0 37 54 68 159 0 39 44 11 94 0 29 126 42 197 1 32 225 0 258 708 08:15 AM 0 62 60 63 185 0 46 68 11 125 0 25 113 51 189 0 25 218 0 243 742 Total Volume 0 192 244 246 682 0 186 184 41 411 0 99 466 204 769 1 103 943 1 1048 2910 % App. Total 0 28.2 35.8 36.1 0 45.3 44.8 10 0 12.9 60.6 26.5 0.1 9.8 90 0.1 PHF .000 .774 .859 .904 .922 .000 .684 .676 .932 .822 .000 .853 .925 .797 .956 .250 .805 .893 .250 .900 .980 Auto 0 185 234 245 664 0 185 182 41 408 0 98 457 201 756 1 102 935 1 1039 2867 % Auto 0 96.4 95.9 99.6 97.4 0 99.5 98.9 100 99.3 0 99.0 98.1 98.5 98.3 100 99.0 99.2 100 99.1 98.5 Heavy Vehicles 0 7 10 1 18 0 1 2 0 3 0 1 9 3 13 0 1 8 0 9 43 % Heavy Vehicles 0 3.6 4.1 0.4 2.6 0 0.5 1.1 0 0.7 0 1.0 1.9 1.5 1.7 0 1.0 0.8 0 0.9 1.5 US-1 85th Street 85th Street US-1 Right 1 0 1 Thru 935 8 943 Left 102 1 103 U-Turns 1 0 1 InOut Total 683 1039 1722 16 9 25 699 1747 1048 Right41 0 41 Thru182 2 184 Left185 1 186 U-Turns0 0 0 OutTotalIn537 408 945 14 3 17 551 962 411 Left 98 1 99 Thru 457 9 466 Right 201 3 204 U-Turns 0 0 0 Out TotalIn 1365 756 2121 10 13 23 1375 2144 769 Left185 7 192 Thru234 10 244 Right245 1 246 U-Turns0 0 0 TotalOutIn281 664 945 3 18 21 284 966 682 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 5- 85th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: 85th St & US-1 COUNTY : Indian River County 85th Street Eastbound 85th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 57 32 23 112 0 38 76 16 130 0 66 262 49 377 0 26 151 0 177 796 04:30 PM 0 65 33 28 126 0 62 80 21 163 0 57 203 39 299 0 15 113 0 128 716 04:45 PM 0 40 37 25 102 0 37 41 21 99 0 76 200 31 307 0 26 143 2 171 679 05:00 PM 0 43 38 21 102 0 46 52 25 123 0 53 195 29 277 0 23 147 1 171 673 Total Volume 0 205 140 97 442 0 183 249 83 515 0 252 860 148 1260 0 90 554 3 647 2864 % App. Total 0 46.4 31.7 21.9 0 35.5 48.3 16.1 0 20 68.3 11.7 0 13.9 85.6 0.5 PHF .000 .788 .921 .866 .877 .000 .738 .778 .830 .790 .000 .829 .821 .755 .836 .000 .865 .917 .375 .914 .899 Auto 0 202 140 93 435 0 181 245 82 508 0 248 858 148 1254 0 90 549 3 642 2839 % Auto 0 98.5 100 95.9 98.4 0 98.9 98.4 98.8 98.6 0 98.4 99.8 100 99.5 0 100 99.1 100 99.2 99.1 Heavy Vehicles 0 3 0 4 7 0 2 4 1 7 0 4 2 0 6 0 0 5 0 5 25 % Heavy Vehicles 0 1.5 0 4.1 1.6 0 1.1 1.6 1.2 1.4 0 1.6 0.2 0 0.5 0 0 0.9 0 0.8 0.9 US-1 85th Street 85th Street US-1 Right 3 0 3 Thru 549 5 554 Left 90 0 90 U-Turns 0 0 0 InOut Total 1142 642 1784 6 5 11 1148 1795 647 Right82 1 83 Thru245 4 249 Left181 2 183 U-Turns0 0 0 OutTotalIn378 508 886 0 7 7 378 893 515 Left 248 4 252 Thru 858 2 860 Right 148 0 148 U-Turns 0 0 0 Out TotalIn 823 1254 2077 11 6 17 834 2094 1260 Left202 3 205 Thru140 0 140 Right93 4 97 U-Turns0 0 0 TotalOutIn496 435 931 8 7 15 504 946 442 Peak Hour Begins at 04:15 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 5- 85th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 85th St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles 85th Street Eastbound 85th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 2 06:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 5 06:30 AM 0 2 1 0 3 0 0 0 0 0 0 0 2 0 2 0 0 2 0 2 7 06:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 0 0 1 0 1 4 Total 0 3 1 0 4 0 0 1 0 1 0 0 9 1 10 0 0 3 0 3 18 07:00 AM 0 2 0 1 3 0 0 0 0 0 0 0 2 1 3 0 0 3 0 3 9 07:15 AM 0 0 2 1 3 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 6 07:30 AM 0 1 3 0 4 0 0 0 0 0 0 0 0 2 2 0 0 2 0 2 8 07:45 AM 0 3 2 0 5 0 0 1 0 1 0 0 2 1 3 0 1 1 0 2 11 Total 0 6 7 2 15 0 0 1 0 1 0 2 4 4 10 0 1 7 0 8 34 08:00 AM 0 2 1 1 4 0 0 0 0 0 0 0 3 0 3 0 0 1 0 1 8 08:15 AM 0 1 4 0 5 0 1 1 0 2 0 1 4 0 5 0 0 4 0 4 16 08:30 AM 0 0 3 1 4 0 0 0 0 0 0 0 3 2 5 0 1 7 0 8 17 08:45 AM 0 1 1 1 3 0 1 0 1 2 0 1 3 4 8 0 0 2 0 2 15 Total 0 4 9 3 16 0 2 1 1 4 0 2 13 6 21 0 1 14 0 15 56 *** BREAK *** 04:00 PM 0 0 2 0 2 0 1 0 1 2 0 1 0 0 1 0 0 0 0 0 5 04:15 PM 0 0 0 0 0 0 0 3 0 3 0 4 0 0 4 0 0 1 0 1 8 04:30 PM 0 1 0 2 3 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 6 04:45 PM 0 2 0 1 3 0 0 0 1 1 0 0 1 0 1 0 0 3 0 3 8 Total 0 3 2 3 8 0 3 4 2 9 0 5 1 0 6 0 0 4 0 4 27 05:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 3 05:15 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 2 3 05:30 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 05:45 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 3 3 0 0 3 1 4 0 0 1 0 1 0 0 3 0 3 11 06:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 3 06:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 1 1 0 0 1 1 2 0 1 1 0 2 0 0 1 0 1 6 Grand Total 0 16 19 12 47 0 5 11 5 21 0 10 29 11 50 0 2 32 0 34 152 Apprch %0 34 40.4 25.5 0 23.8 52.4 23.8 0 20 58 22 0 5.9 94.1 0 Total %0 10.5 12.5 7.9 30.9 0 3.3 7.2 3.3 13.8 0 6.6 19.1 7.2 32.9 0 1.3 21.1 0 22.4 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 5- 85th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 85th St & US-1 COUNTY : Indian River County Groups Printed- Peds 85th Street Eastbound 85th Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 06:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 *** BREAK *** 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 2 *** BREAK *** 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 2 *** BREAK *** Total 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 2 Grand Total 0 1 0 0 1 0 0 0 0 0 0 0 0 6 6 0 1 0 0 1 8 Apprch %0 100 0 0 0 0 0 0 0 0 0 100 0 100 0 0 Total %0 12.5 0 0 12.5 0 0 0 0 0 0 0 0 75 75 0 12.5 0 0 12.5 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 6- 53rd St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 53rd St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles 53rd Street Eastbound 53rd Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 2 9 1 12 0 5 2 18 25 2 1 36 2 41 0 14 53 3 70 148 06:15 AM 0 6 8 7 21 0 3 1 21 25 2 11 35 3 51 0 24 104 2 130 227 06:30 AM 1 2 12 15 30 0 1 3 36 40 2 5 64 2 73 0 50 181 3 234 377 06:45 AM 0 1 6 15 22 0 1 7 46 54 1 17 90 0 108 0 57 210 3 270 454 Total 1 11 35 38 85 0 10 13 121 144 7 34 225 7 273 0 145 548 11 704 1206 07:00 AM 0 8 28 25 61 0 6 12 35 53 3 16 78 4 101 0 55 145 8 208 423 07:15 AM 0 11 26 24 61 0 7 27 41 75 2 19 114 3 138 1 92 257 12 362 636 07:30 AM 0 16 44 52 112 1 8 25 53 87 3 19 146 2 170 0 112 285 8 405 774 07:45 AM 0 19 63 50 132 0 9 14 64 87 3 16 135 3 157 0 115 345 6 466 842 Total 0 54 161 151 366 1 30 78 193 302 11 70 473 12 566 1 374 103 2 34 1441 2675 08:00 AM 1 13 51 31 96 0 10 20 66 96 3 17 125 3 148 0 96 226 5 327 667 08:15 AM 0 11 55 38 104 0 7 21 69 97 6 22 127 7 162 2 113 266 11 392 755 08:30 AM 0 8 33 29 70 0 1 18 57 76 7 14 167 4 192 0 108 225 14 347 685 08:45 AM 0 13 70 26 109 0 12 20 57 89 7 13 126 6 152 0 100 221 5 326 676 Total 1 45 209 124 379 0 30 79 249 358 23 66 545 20 654 2 417 938 35 1392 2783 *** BREAK *** 04:00 PM 0 13 34 10 57 0 7 38 78 123 12 31 197 4 244 1 74 128 9 212 636 04:15 PM 1 17 38 15 71 0 11 34 87 132 5 38 270 7 320 1 70 154 4 229 752 04:30 PM 0 13 41 22 76 1 8 33 115 157 10 33 207 5 255 3 80 185 8 276 764 04:45 PM 0 10 29 19 58 3 8 34 82 127 6 32 245 4 287 2 60 155 15 232 704 Total 1 53 142 66 262 4 34 139 362 539 33 134 919 20 1106 7 284 622 36 949 2856 05:00 PM 0 6 51 13 70 0 12 38 90 140 12 25 273 10 320 0 55 173 11 239 769 05:15 PM 0 6 31 8 45 0 7 48 96 151 12 45 347 5 409 1 64 168 10 243 848 05:30 PM 0 8 35 7 50 0 10 29 82 121 8 30 197 3 238 0 50 122 6 178 587 05:45 PM 0 1 20 8 29 1 9 37 71 118 8 29 190 3 230 0 61 137 3 201 578 Total 0 21 137 36 194 1 38 152 339 530 40 129 100 7 21 1197 1 230 600 30 861 2782 06:00 PM 0 6 32 12 50 0 5 32 76 113 8 31 125 6 170 0 36 98 10 144 477 06:15 PM 0 5 23 10 38 0 9 28 50 87 14 32 150 4 200 1 53 105 7 166 491 06:30 PM 0 7 15 1 23 0 6 26 37 69 5 19 100 6 130 0 31 75 10 116 338 06:45 PM 0 3 18 3 24 1 6 17 38 62 9 20 100 2 131 0 18 102 8 128 345 Total 0 21 88 26 135 1 26 103 201 331 36 102 475 18 631 1 138 380 35 554 1651 Grand Total 3 205 772 441 1421 7 168 564 146 5 2204 150 535 364 4 98 4427 12 158 8 412 0 181 5901 1395 3 Apprch %0.2 14.4 54.3 31 0.3 7.6 25.6 66.5 3.4 12.1 82.3 2.2 0.2 26.9 69.8 3.1 Total %0 1.5 5.5 3.2 10.2 0.1 1.2 4 10.5 15.8 1.1 3.8 26.1 0.7 31.7 0.1 11.4 29.5 1.3 42.3 Auto 3 192 766 437 1398 7 165 558 145 3 2183 150 533 361 0 95 4388 12 157 6 409 4 174 5856 1382 5 % Auto 100 93.7 99.2 99.1 98.4 100 98.2 98.9 99.2 99 100 99.6 99.1 96.9 99.1 100 99.2 99.4 96.1 99.2 99.1 Heavy Vehicles 0 13 6 4 23 0 3 6 12 21 0 2 34 3 39 0 12 26 7 45 128 % Heavy Vehicles 0 6.3 0.8 0.9 1.6 0 1.8 1.1 0.8 1 0 0.4 0.9 3.1 0.9 0 0.8 0.6 3.9 0.8 0.9 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 6- 53rd St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: 53rd St & US-1 COUNTY : Indian River County 53rd Street Eastbound 53rd Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 16 44 52 112 1 8 25 53 87 3 19 146 2 170 0 112 285 8 405 774 07:45 AM 0 19 63 50 132 0 9 14 64 87 3 16 135 3 157 0 115 345 6 466 842 08:00 AM 1 13 51 31 96 0 10 20 66 96 3 17 125 3 148 0 96 226 5 327 667 08:15 AM 0 11 55 38 104 0 7 21 69 97 6 22 127 7 162 2 113 266 11 392 755 Total Volume 1 59 213 171 444 1 34 80 252 367 15 74 533 15 637 2 436 112 2 30 1590 3038 % App. Total 0.2 13.3 48 38.5 0.3 9.3 21.8 68.7 2.4 11.6 83.7 2.4 0.1 27.4 70.6 1.9 PHF .250 .776 .845 .822 .841 .250 .850 .800 .913 .946 .625 .841 .913 .536 .937 .250 .948 .813 .682 .853 .902 Auto 1 52 210 171 434 1 34 80 250 365 15 74 522 12 623 2 432 111 7 28 1579 3001 % Auto 100 88.1 98.6 100 97.7 100 100 100 99.2 99.5 100 100 97.9 80.0 97.8 100 99.1 99.6 93.3 99.3 98.8 Heavy Vehicles 0 7 3 0 10 0 0 0 2 2 0 0 11 3 14 0 4 5 2 11 37 % Heavy Vehicles 0 11.9 1.4 0 2.3 0 0 0 0.8 0.5 0 0 2.1 20.0 2.2 0 0.9 0.4 6.7 0.7 1.2 US-1 53rd Street 53rd Street US-1 Right 28 2 30 Thru 1117 5 1122 Left 432 4 436 U-Turns 2 0 2 InOut Total 824 1579 2403 20 11 31 844 2434 1590 Right250 2 252 Thru80 0 80 Left34 0 34 U-Turns1 0 1 OutTotalIn654 365 1019 10 2 12 664 1031 367 Left 74 0 74 Thru 522 11 533 Right 12 3 15 U-Turns 15 0 15 Out TotalIn 1322 623 1945 5 14 19 1327 1964 637 Left52 7 59 Thru210 3 213 Right171 0 171 U-Turns1 0 1 TotalOutIn182 434 616 2 10 12 184 628 444 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 6- 53rd St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: 53rd St & US-1 COUNTY : Indian River County 53rd Street Eastbound 53rd Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 13 41 22 76 1 8 33 115 157 10 33 207 5 255 3 80 185 8 276 764 04:45 PM 0 10 29 19 58 3 8 34 82 127 6 32 245 4 287 2 60 155 15 232 704 05:00 PM 0 6 51 13 70 0 12 38 90 140 12 25 273 10 320 0 55 173 11 239 769 05:15 PM 0 6 31 8 45 0 7 48 96 151 12 45 347 5 409 1 64 168 10 243 848 Total Volume 0 35 152 62 249 4 35 153 383 575 40 135 107 2 24 1271 6 259 681 44 990 3085 % App. Total 0 14.1 61 24.9 0.7 6.1 26.6 66.6 3.1 10.6 84.3 1.9 0.6 26.2 68.8 4.4 PHF .000 .673 .745 .705 .819 .333 .729 .797 .833 .916 .833 .750 .772 .600 .777 .500 .809 .920 .733 .897 .909 Auto 0 35 152 62 249 4 34 151 383 572 40 135 106 8 24 1267 6 257 678 40 981 3069 % Auto 0 100 100 100 100 100 97.1 98.7 100 99.5 100 100 99.6 100 99.7 100 99.2 99.6 90.9 99.1 99.5 Heavy Vehicles 0 0 0 0 0 0 1 2 0 3 0 0 4 0 4 0 2 3 4 9 16 % Heavy Vehicles 0 0 0 0 0 0 2.9 1.3 0 0.5 0 0 0.4 0 0.3 0 0.8 0.4 9.1 0.9 0.5 US-1 53rd Street 53rd Street US-1 Right 40 4 44 Thru 678 3 681 Left 257 2 259 U-Turns 6 0 6 InOut Total 1486 981 2467 4 9 13 1490 2480 990 Right383 0 383 Thru151 2 153 Left34 1 35 U-Turns4 0 4 OutTotalIn433 572 1005 2 3 5 435 1010 575 Left 135 0 135 Thru 1068 4 1072 Right 24 0 24 U-Turns 40 0 40 Out TotalIn 774 1267 2041 4 4 8 778 2049 1271 Left35 0 35 Thru152 0 152 Right62 0 62 U-Turns0 0 0 TotalOutIn326 249 575 6 0 6 332 581 249 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 6- 53rd St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 53rd St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles 53rd Street Eastbound 53rd Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 0 1 0 0 1 3 06:15 AM 0 2 1 0 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 4 06:30 AM 0 0 0 3 3 0 1 0 0 1 0 0 1 0 1 0 1 6 0 7 12 06:45 AM 0 0 0 0 0 0 0 0 2 2 0 0 2 0 2 0 0 0 0 0 4 Total 0 2 1 3 6 0 1 0 4 5 0 0 4 0 4 0 2 6 0 8 23 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 2 0 3 4 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 1 2 4 07:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 2 0 2 0 1 1 1 3 6 07:45 AM 0 1 2 0 3 0 0 0 0 0 0 0 2 0 2 0 1 1 0 2 7 Total 0 1 3 0 4 0 0 0 0 0 0 0 7 0 7 0 3 5 2 10 21 08:00 AM 0 3 0 0 3 0 0 0 1 1 0 0 0 1 1 0 1 0 0 1 6 08:15 AM 0 3 0 0 3 0 0 0 1 1 0 0 7 2 9 0 1 3 1 5 18 08:30 AM 0 1 0 1 2 0 1 1 1 3 0 0 5 0 5 0 1 1 0 2 12 08:45 AM 0 1 1 0 2 0 0 1 1 2 0 0 3 0 3 0 1 3 0 4 11 Total 0 8 1 1 10 0 1 2 4 7 0 0 15 3 18 0 4 7 1 12 47 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 2 04:15 PM 0 1 0 0 1 0 0 1 1 2 0 1 1 0 2 0 0 1 0 1 6 04:30 PM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 1 0 1 3 04:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 0 2 1 2 5 8 Total 0 1 0 0 1 0 1 4 1 6 0 1 3 0 4 0 2 4 2 8 19 *** BREAK *** 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 2 3 5 05:30 PM 0 1 0 0 1 0 0 0 1 1 0 1 0 0 1 0 1 0 0 1 4 05:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 2 0 2 0 0 2 0 2 5 Total 0 1 1 0 2 0 0 0 1 1 0 1 4 0 5 0 1 3 2 6 14 06:00 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 2 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 *** BREAK *** 06:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 2 2 0 0 1 0 1 0 0 1 0 1 4 Grand Total 0 13 6 4 23 0 3 6 12 21 0 2 34 3 39 0 12 26 7 45 128 Apprch %0 56.5 26.1 17.4 0 14.3 28.6 57.1 0 5.1 87.2 7.7 0 26.7 57.8 15.6 Total %0 10.2 4.7 3.1 18 0 2.3 4.7 9.4 16.4 0 1.6 26.6 2.3 30.5 0 9.4 20.3 5.5 35.2 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 6- 53rd St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 53rd St & US-1 COUNTY : Indian River County Groups Printed- Peds 53rd Street Eastbound 53rd Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 06:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 2 08:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 2 *** BREAK *** 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 3 3 0 0 0 1 1 5 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** 04:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 3 *** BREAK *** 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Grand Total 0 0 0 1 1 0 0 0 2 2 0 0 0 5 5 0 0 0 5 5 13 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 0 0 100 Total %0 0 0 7.7 7.7 0 0 0 15.4 15.4 0 0 0 38.5 38.5 0 0 0 38.5 38.5 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 7- 45th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 45th St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles 45th Street Eastbound 45th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 1 8 3 12 0 1 8 5 14 0 2 32 3 37 1 6 63 4 74 137 06:15 AM 0 0 9 3 12 0 10 5 12 27 1 3 55 2 61 2 20 85 3 110 210 06:30 AM 2 3 15 4 24 0 20 9 14 43 0 3 69 1 73 0 20 152 3 175 315 06:45 AM 0 5 20 10 35 0 15 9 20 44 1 8 93 2 104 0 18 185 4 207 390 Total 2 9 52 20 83 0 46 31 51 128 2 16 249 8 275 3 64 485 14 566 1052 07:00 AM 0 4 16 6 26 0 12 8 14 34 2 3 117 5 127 0 19 157 2 178 365 07:15 AM 0 6 24 9 39 0 15 22 20 57 5 9 139 10 163 0 41 255 4 300 559 07:30 AM 0 7 24 11 42 0 19 41 19 79 0 25 169 10 204 2 42 279 4 327 652 07:45 AM 0 6 38 8 52 0 33 28 22 83 2 21 120 24 167 1 46 372 4 423 725 Total 0 23 102 34 159 0 79 99 75 253 9 58 545 49 661 3 148 106 3 14 1228 2301 08:00 AM 0 10 21 8 39 0 29 19 25 73 4 5 144 13 166 2 34 240 5 281 559 08:15 AM 0 7 28 12 47 0 14 22 28 64 4 12 148 14 178 6 31 279 8 324 613 08:30 AM 0 6 26 9 41 0 25 15 12 52 1 9 178 18 206 1 33 209 7 250 549 08:45 AM 0 10 24 10 44 0 21 11 23 55 2 7 149 23 181 1 43 245 13 302 582 Total 0 33 99 39 171 0 89 67 88 244 11 33 619 68 731 10 141 973 33 1157 2303 *** BREAK *** 04:00 PM 1 9 18 11 39 0 21 21 23 65 7 27 265 21 320 3 21 168 10 202 626 04:15 PM 0 10 30 16 56 1 19 27 29 76 6 22 264 18 310 7 15 155 10 187 629 04:30 PM 0 7 25 12 44 0 23 26 26 75 5 17 245 16 283 8 19 176 9 212 614 04:45 PM 0 5 10 11 26 0 26 18 25 69 3 9 234 13 259 10 17 155 6 188 542 Total 1 31 83 50 165 1 89 92 103 285 21 75 100 8 68 1172 28 72 654 35 789 2411 05:00 PM 0 17 33 9 59 0 15 17 32 64 8 18 388 22 436 8 17 196 13 234 793 05:15 PM 0 13 25 6 44 0 20 31 32 83 6 23 304 15 348 4 20 140 5 169 644 05:30 PM 0 8 15 11 34 0 16 17 17 50 3 31 239 15 288 1 18 144 6 169 541 05:45 PM 0 5 13 9 27 0 16 23 27 66 1 17 177 18 213 1 15 144 9 169 475 Total 0 43 86 35 164 0 67 88 108 263 18 89 110 8 70 1285 14 70 624 33 741 2453 06:00 PM 0 8 36 8 52 0 11 20 20 51 0 9 165 15 189 0 18 112 7 137 429 06:15 PM 0 5 15 6 26 0 14 13 17 44 6 10 139 18 173 0 10 111 11 132 375 06:30 PM 0 7 13 7 27 0 16 18 11 45 2 11 103 10 126 1 9 76 8 94 292 06:45 PM 0 5 10 8 23 1 8 15 10 34 4 10 126 8 148 2 12 106 6 126 331 Total 0 25 74 29 128 1 49 66 58 174 12 40 533 51 636 3 49 405 32 489 1427 Grand Total 3 164 496 207 870 2 419 443 483 1347 73 311 406 2 314 4760 61 544 420 4 161 4970 1194 7 Apprch %0.3 18.9 57 23.8 0.1 31.1 32.9 35.9 1.5 6.5 85.3 6.6 1.2 10.9 84.6 3.2 Total %0 1.4 4.2 1.7 7.3 0 3.5 3.7 4 11.3 0.6 2.6 34 2.6 39.8 0.5 4.6 35.2 1.3 41.6 Auto 1 160 487 206 854 2 413 433 478 1326 73 304 402 8 304 4709 60 534 417 3 160 4927 1181 6 % Auto 33.3 97.6 98.2 99.5 98.2 100 98.6 97.7 99 98.4 100 97.7 99.2 96.8 98.9 98.4 98.2 99.3 99.4 99.1 98.9 Heavy Vehicles 2 4 9 1 16 0 6 10 5 21 0 7 34 10 51 1 10 31 1 43 131 % Heavy Vehicles 66.7 2.4 1.8 0.5 1.8 0 1.4 2.3 1 1.6 0 2.3 0.8 3.2 1.1 1.6 1.8 0.7 0.6 0.9 1.1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 7- 45th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: 45th St & US-1 COUNTY : Indian River County 45th Street Eastbound 45th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 7 24 11 42 0 19 41 19 79 0 25 169 10 204 2 42 279 4 327 652 07:45 AM 0 6 38 8 52 0 33 28 22 83 2 21 120 24 167 1 46 372 4 423 725 08:00 AM 0 10 21 8 39 0 29 19 25 73 4 5 144 13 166 2 34 240 5 281 559 08:15 AM 0 7 28 12 47 0 14 22 28 64 4 12 148 14 178 6 31 279 8 324 613 Total Volume 0 30 111 39 180 0 95 110 94 299 10 63 581 61 715 11 153 117 0 21 1355 2549 % App. Total 0 16.7 61.7 21.7 0 31.8 36.8 31.4 1.4 8.8 81.3 8.5 0.8 11.3 86.3 1.5 PHF .000 .750 .730 .813 .865 .000 .720 .671 .839 .901 .625 .630 .859 .635 .876 .458 .832 .786 .656 .801 .879 Auto 0 29 104 38 171 0 93 108 93 294 10 61 573 60 704 11 151 116 6 21 1349 2518 % Auto 0 96.7 93.7 97.4 95.0 0 97.9 98.2 98.9 98.3 100 96.8 98.6 98.4 98.5 100 98.7 99.7 100 99.6 98.8 Heavy Vehicles 0 1 7 1 9 0 2 2 1 5 0 2 8 1 11 0 2 4 0 6 31 % Heavy Vehicles 0 3.3 6.3 2.6 5.0 0 2.1 1.8 1.1 1.7 0 3.2 1.4 1.6 1.5 0 1.3 0.3 0 0.4 1.2 US-1 45th Street 45th Street US-1 Right 21 0 21 Thru 1166 4 1170 Left 151 2 153 U-Turns 11 0 11 InOut Total 695 1349 2044 10 6 16 705 2060 1355 Right93 1 94 Thru108 2 110 Left93 2 95 U-Turns0 0 0 OutTotalIn315 294 609 10 5 15 325 624 299 Left 61 2 63 Thru 573 8 581 Right 60 1 61 U-Turns 10 0 10 Out TotalIn 1297 704 2001 7 11 18 1304 2019 715 Left29 1 30 Thru104 7 111 Right38 1 39 U-Turns0 0 0 TotalOutIn190 171 361 4 9 13 194 374 180 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 7- 45th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: 45th St & US-1 COUNTY : Indian River County 45th Street Eastbound 45th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 7 25 12 44 0 23 26 26 75 5 17 245 16 283 8 19 176 9 212 614 04:45 PM 0 5 10 11 26 0 26 18 25 69 3 9 234 13 259 10 17 155 6 188 542 05:00 PM 0 17 33 9 59 0 15 17 32 64 8 18 388 22 436 8 17 196 13 234 793 05:15 PM 0 13 25 6 44 0 20 31 32 83 6 23 304 15 348 4 20 140 5 169 644 Total Volume 0 42 93 38 173 0 84 92 115 291 22 67 117 1 66 1326 30 73 667 33 803 2593 % App. Total 0 24.3 53.8 22 0 28.9 31.6 39.5 1.7 5.1 88.3 5 3.7 9.1 83.1 4.1 PHF .000 .618 .705 .792 .733 .000 .808 .742 .898 .877 .688 .728 .755 .750 .760 .750 .913 .851 .635 .858 .817 Auto 0 40 92 38 170 0 83 89 114 286 22 67 116 8 65 1322 30 69 664 33 796 2574 % Auto 0 95.2 98.9 100 98.3 0 98.8 96.7 99.1 98.3 100 100 99.7 98.5 99.7 100 94.5 99.6 100 99.1 99.3 Heavy Vehicles 0 2 1 0 3 0 1 3 1 5 0 0 3 1 4 0 4 3 0 7 19 % Heavy Vehicles 0 4.8 1.1 0 1.7 0 1.2 3.3 0.9 1.7 0 0 0.3 1.5 0.3 0 5.5 0.4 0 0.9 0.7 US-1 45th Street 45th Street US-1 Right 33 0 33 Thru 664 3 667 Left 69 4 73 U-Turns 30 0 30 InOut Total 1322 796 2118 6 7 13 1328 2131 803 Right114 1 115 Thru89 3 92 Left83 1 84 U-Turns0 0 0 OutTotalIn226 286 512 6 5 11 232 523 291 Left 67 0 67 Thru 1168 3 1171 Right 65 1 66 U-Turns 22 0 22 Out TotalIn 785 1322 2107 4 4 8 789 2115 1326 Left40 2 42 Thru92 1 93 Right38 0 38 U-Turns0 0 0 TotalOutIn189 170 359 3 3 6 192 365 173 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 7- 45th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 45th St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles 45th Street Eastbound 45th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 3 4 *** BREAK *** 06:30 AM 2 0 0 0 2 0 0 0 0 0 0 0 1 0 1 0 0 10 0 10 13 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 3 Total 2 0 0 0 2 0 0 0 0 0 0 0 3 1 4 1 1 12 0 14 20 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 1 2 0 3 5 07:15 AM 0 0 0 0 0 0 2 4 0 6 0 2 2 2 6 0 0 1 0 1 13 07:30 AM 0 1 2 0 3 0 0 2 0 2 0 2 1 0 3 0 0 1 0 1 9 07:45 AM 0 0 3 0 3 0 1 0 0 1 0 0 2 0 2 0 1 1 0 2 8 Total 0 1 5 0 6 0 3 6 0 9 0 4 7 2 13 0 2 5 0 7 35 08:00 AM 0 0 1 1 2 0 1 0 0 1 0 0 1 1 2 0 1 2 0 3 8 08:15 AM 0 0 1 0 1 0 0 0 1 1 0 0 4 0 4 0 0 0 0 0 6 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 0 0 3 0 3 7 08:45 AM 0 1 1 0 2 0 0 0 0 0 0 0 4 1 5 0 0 3 0 3 10 Total 0 1 3 1 5 0 1 0 1 2 0 0 12 3 15 0 1 8 0 9 31 *** BREAK *** 04:00 PM 0 0 0 0 0 0 1 0 0 1 0 1 2 2 5 0 1 1 1 3 9 04:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 1 1 2 0 0 1 0 1 4 04:30 PM 0 1 1 0 2 0 0 2 0 2 0 0 0 1 1 0 1 2 0 3 8 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 2 Total 0 1 1 0 2 0 1 2 1 4 0 1 4 4 9 0 3 4 1 8 23 05:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 1 0 3 4 05:15 PM 0 1 0 0 1 0 1 0 1 2 0 0 2 0 2 0 0 0 0 0 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 4 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 1 0 0 1 4 Total 0 1 0 0 1 0 1 1 1 3 0 2 7 0 9 0 3 1 0 4 17 06:00 PM 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 2 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 *** BREAK *** 06:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 1 2 3 0 0 1 0 1 0 0 1 0 1 5 Grand Total 2 4 9 1 16 0 6 10 5 21 0 7 34 10 51 1 10 31 1 43 131 Apprch %12.5 25 56.2 6.2 0 28.6 47.6 23.8 0 13.7 66.7 19.6 2.3 23.3 72.1 2.3 Total %1.5 3.1 6.9 0.8 12.2 0 4.6 7.6 3.8 16 0 5.3 26 7.6 38.9 0.8 7.6 23.7 0.8 32.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 7- 45th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 45th St & US-1 COUNTY : Indian River County Groups Printed- Peds 45th Street Eastbound 45th Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 04:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 04:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 05:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 *** BREAK *** Grand Total 0 0 0 1 1 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 4 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 0 0 0 Total %0 0 0 25 25 0 0 0 50 50 0 0 0 25 25 0 0 0 0 0 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 8- 37th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 37th St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles 37th Street Eastbound 37th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 8 0 2 10 0 0 50 15 65 0 10 60 0 70 145 06:15 AM 0 0 0 0 0 0 4 0 3 7 0 0 70 38 108 0 25 85 0 110 225 06:30 AM 0 0 0 0 0 0 11 0 3 14 0 0 95 41 136 0 64 144 0 208 358 06:45 AM 0 0 0 0 0 0 17 0 11 28 0 0 124 49 173 0 56 181 0 237 438 Total 0 0 0 0 0 0 40 0 19 59 0 0 339 143 482 0 155 470 0 625 1166 07:00 AM 0 0 0 0 0 0 28 0 14 42 0 3 143 43 189 0 39 161 0 200 431 07:15 AM 0 0 0 0 0 0 41 0 28 69 0 4 164 69 237 0 64 233 0 297 603 07:30 AM 0 0 0 0 0 0 34 0 15 49 0 0 230 95 325 0 55 251 0 306 680 07:45 AM 0 0 0 0 0 0 41 0 24 65 0 0 176 115 291 0 83 313 0 396 752 Total 0 0 0 0 0 0 144 0 81 225 0 7 713 322 1042 0 241 958 0 1199 2466 08:00 AM 0 0 0 0 0 0 52 0 24 76 0 3 248 104 355 0 68 291 0 359 790 08:15 AM 0 0 0 0 0 0 45 0 22 67 1 1 182 87 271 0 59 266 0 325 663 08:30 AM 0 0 0 0 0 0 49 0 21 70 0 0 220 78 298 0 48 250 0 298 666 08:45 AM 0 0 0 0 0 0 64 0 18 82 0 0 181 105 286 0 54 244 0 298 666 Total 0 0 0 0 0 0 210 0 85 295 1 4 831 374 1210 0 229 105 1 0 1280 2785 *** BREAK *** 04:00 PM 0 0 0 0 0 0 121 0 66 187 0 4 291 41 336 0 17 218 0 235 758 04:15 PM 0 0 0 0 0 0 139 0 53 192 0 0 265 29 294 0 17 230 0 247 733 04:30 PM 0 0 0 0 0 0 133 0 61 194 0 0 261 37 298 0 18 235 0 253 745 04:45 PM 0 0 0 0 0 0 168 0 61 229 0 0 272 31 303 0 13 220 0 233 765 Total 0 0 0 0 0 0 561 0 241 802 0 4 108 9 138 1231 0 65 903 0 968 3001 05:00 PM 0 0 0 0 0 0 147 0 67 214 0 0 385 27 412 0 24 288 0 312 938 05:15 PM 0 0 0 0 0 0 126 0 57 183 0 0 314 33 347 0 13 207 0 220 750 05:30 PM 0 0 0 0 0 0 104 0 55 159 0 0 267 26 293 0 10 234 0 244 696 05:45 PM 0 0 0 0 0 1 59 0 22 82 0 0 208 22 230 0 9 181 0 190 502 Total 0 0 0 0 0 1 436 0 201 638 0 0 117 4 108 1282 0 56 910 0 966 2886 06:00 PM 0 0 0 0 0 0 73 0 31 104 0 0 175 27 202 0 8 151 0 159 465 06:15 PM 0 0 0 0 0 0 35 0 17 52 0 0 150 18 168 0 24 132 0 156 376 06:30 PM 0 0 0 0 0 0 36 0 21 57 0 0 139 31 170 0 20 115 0 135 362 06:45 PM 0 0 0 0 0 0 33 0 22 55 0 0 140 17 157 0 15 132 0 147 359 Total 0 0 0 0 0 0 177 0 91 268 0 0 604 93 697 0 67 530 0 597 1562 Grand Total 0 0 0 0 0 1 156 8 0 718 2287 1 15 475 0 117 8 5944 0 813 482 2 0 5635 1386 6 Apprch %0 0 0 0 0 68.6 0 31.4 0 0.3 79.9 19.8 0 14.4 85.6 0 Total %0 0 0 0 0 0 11.3 0 5.2 16.5 0 0.1 34.3 8.5 42.9 0 5.9 34.8 0 40.6 Auto 0 0 0 0 0 1 156 2 0 713 2276 1 15 470 0 117 2 5888 0 809 476 6 0 5575 1373 9 % Auto 0 0 0 0 0 100 99.6 0 99.3 99.5 100 100 98.9 99.5 99.1 0 99.5 98.8 0 98.9 99.1 Heavy Vehicles 0 0 0 0 0 0 6 0 5 11 0 0 50 6 56 0 4 56 0 60 127 % Heavy Vehicles 0 0 0 0 0 0 0.4 0 0.7 0.5 0 0 1.1 0.5 0.9 0 0.5 1.2 0 1.1 0.9 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 8- 37th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: 37th St & US-1 COUNTY : Indian River County 37th Street Eastbound 37th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 0 34 0 15 49 0 0 230 95 325 0 55 251 0 306 680 07:45 AM 0 0 0 0 0 0 41 0 24 65 0 0 176 115 291 0 83 313 0 396 752 08:00 AM 0 0 0 0 0 0 52 0 24 76 0 3 248 104 355 0 68 291 0 359 790 08:15 AM 0 0 0 0 0 0 45 0 22 67 1 1 182 87 271 0 59 266 0 325 663 Total Volume 0 0 0 0 0 0 172 0 85 257 1 4 836 401 1242 0 265 112 1 0 1386 2885 % App. Total 0 0 0 0 0 66.9 0 33.1 0.1 0.3 67.3 32.3 0 19.1 80.9 0 PHF .000 .000 .000 .000 .000 .000 .827 .000 .885 .845 .250 .333 .843 .872 .875 .000 .798 .895 .000 .875 .913 Auto 0 0 0 0 0 0 169 0 85 254 1 4 825 401 1231 0 263 110 8 0 1371 2856 % Auto 0 0 0 0 0 0 98.3 0 100 98.8 100 100 98.7 100 99.1 0 99.2 98.8 0 98.9 99.0 Heavy Vehicles 0 0 0 0 0 0 3 0 0 3 0 0 11 0 11 0 2 13 0 15 29 % Heavy Vehicles 0 0 0 0 0 0 1.7 0 0 1.2 0 0 1.3 0 0.9 0 0.8 1.2 0 1.1 1.0 US-1 37th Street 37th Street US-1 Right 0 0 0 Thru 1108 13 1121 Left 263 2 265 U-Turns 0 0 0 InOut Total 910 1371 2281 11 15 26 921 2307 1386 Right85 0 85 Thru0 0 0 Left169 3 172 U-Turns0 0 0 OutTotalIn664 254 918 2 3 5 666 923 257 Left 4 0 4 Thru 825 11 836 Right 401 0 401 U-Turns 1 0 1 Out TotalIn 1277 1231 2508 16 11 27 1293 2535 1242 Left0 0 0 Thru0 0 0 Right0 0 0 U-Turns0 0 0 TotalOutIn4 0 4 0 0 0 4 4 0 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 8- 37th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: 37th St & US-1 COUNTY : Indian River County 37th Street Eastbound 37th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 133 0 61 194 0 0 261 37 298 0 18 235 0 253 745 04:45 PM 0 0 0 0 0 0 168 0 61 229 0 0 272 31 303 0 13 220 0 233 765 05:00 PM 0 0 0 0 0 0 147 0 67 214 0 0 385 27 412 0 24 288 0 312 938 05:15 PM 0 0 0 0 0 0 126 0 57 183 0 0 314 33 347 0 13 207 0 220 750 Total Volume 0 0 0 0 0 0 574 0 246 820 0 0 123 2 128 1360 0 68 950 0 1018 3198 % App. Total 0 0 0 0 0 70 0 30 0 0 90.6 9.4 0 6.7 93.3 0 PHF .000 .000 .000 .000 .000 .000 .854 .000 .918 .895 .000 .000 .800 .865 .825 .000 .708 .825 .000 .816 .852 Auto 0 0 0 0 0 0 574 0 246 820 0 0 122 8 127 1355 0 66 945 0 1011 3186 % Auto 0 0 0 0 0 0 100 0 100 100 0 0 99.7 99.2 99.6 0 97.1 99.5 0 99.3 99.6 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 4 1 5 0 2 5 0 7 12 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0.3 0.8 0.4 0 2.9 0.5 0 0.7 0.4 US-1 37th Street 37th Street US-1 Right 0 0 0 Thru 945 5 950 Left 66 2 68 U-Turns 0 0 0 InOut Total 1474 1011 2485 4 7 11 1478 2496 1018 Right246 0 246 Thru0 0 0 Left574 0 574 U-Turns0 0 0 OutTotalIn193 820 1013 3 0 3 196 1016 820 Left 0 0 0 Thru 1228 4 1232 Right 127 1 128 U-Turns 0 0 0 Out TotalIn 1519 1355 2874 5 5 10 1524 2884 1360 Left0 0 0 Thru0 0 0 Right0 0 0 U-Turns0 0 0 TotalOutIn0 0 0 0 0 0 0 0 0 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 8- 37th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 37th St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles 37th Street Eastbound 37th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 1 1 0 0 3 0 3 6 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 3 0 3 4 06:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 2 1 3 0 0 10 0 10 14 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 4 0 4 6 Total 0 0 0 0 0 0 2 0 1 3 0 0 5 2 7 0 0 20 0 20 30 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 5 0 5 7 07:15 AM 0 0 0 0 0 0 0 0 3 3 0 0 9 2 11 0 0 2 0 2 16 07:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 3 0 3 0 0 4 0 4 8 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 1 0 1 5 Total 0 0 0 0 0 0 1 0 3 4 0 0 18 2 20 0 0 12 0 12 36 08:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 4 0 4 0 0 6 0 6 12 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 4 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 1 0 1 6 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 4 0 4 5 Total 0 0 0 0 0 0 2 0 0 2 0 0 10 0 10 0 2 13 0 15 27 *** BREAK *** 04:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 4 0 4 0 0 2 0 2 7 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 2 0 2 4 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 1 0 0 1 0 0 7 1 8 0 0 6 0 6 15 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 0 4 5 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 0 1 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 0 1 4 Total 0 0 0 0 0 0 0 0 0 0 0 0 8 1 9 0 2 4 0 6 15 06:00 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 2 *** BREAK *** 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 1 0 0 2 0 2 0 0 1 0 1 4 Grand Total 0 0 0 0 0 0 6 0 5 11 0 0 50 6 56 0 4 56 0 60 127 Apprch %0 0 0 0 0 54.5 0 45.5 0 0 89.3 10.7 0 6.7 93.3 0 Total %0 0 0 0 0 0 4.7 0 3.9 8.7 0 0 39.4 4.7 44.1 0 3.1 44.1 0 47.2 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 8- 37th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 37th St & US-1 COUNTY : Indian River County Groups Printed- Peds 37th Street Eastbound 37th Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 06:15 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 06:45 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 5 07:00 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 07:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 4 08:00 AM 0 0 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 5 08:15 AM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3 08:45 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 13 13 0 0 0 0 0 0 0 0 0 0 13 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 04:15 PM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3 04:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 6 *** BREAK *** 05:15 PM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3 05:30 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 7 *** BREAK *** 06:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 06:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 Grand Total 0 0 0 0 0 0 0 0 37 37 0 0 0 0 0 0 0 0 0 0 37 Apprch %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 Total %0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 15- 11th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 11th Ave & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles US-1 Eastbound US-1 Westbound 11th Ave Northbound 11th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 1 32 3 36 0 0 50 0 50 0 4 0 0 4 0 2 0 0 2 92 06:15 AM 0 4 43 7 54 0 1 59 1 61 0 3 0 0 3 0 5 0 0 5 123 06:30 AM 0 1 71 6 78 0 3 84 0 87 0 2 0 0 2 0 2 2 0 4 171 06:45 AM 0 17 89 15 121 0 4 98 2 104 0 7 2 0 9 0 1 2 0 3 237 Total 0 23 235 31 289 0 8 291 3 302 0 16 2 0 18 0 10 4 0 14 623 07:00 AM 0 8 78 18 104 0 2 102 0 104 0 5 1 1 7 0 1 4 0 5 220 07:15 AM 0 9 108 18 135 0 2 167 3 172 0 5 1 1 7 0 1 1 3 5 319 07:30 AM 0 17 118 15 150 0 7 169 8 184 0 13 1 0 14 0 5 3 4 12 360 07:45 AM 0 13 170 23 206 0 9 166 5 180 0 3 1 2 6 0 4 6 7 17 409 Total 0 47 474 74 595 0 20 604 16 640 0 26 4 4 34 0 11 14 14 39 1308 08:00 AM 0 6 163 19 188 0 5 142 2 149 0 8 2 2 12 0 3 4 3 10 359 08:15 AM 0 9 167 25 201 0 8 147 6 161 0 6 4 0 10 0 3 5 1 9 381 08:30 AM 0 14 158 12 184 1 7 136 3 147 0 7 3 0 10 0 6 8 3 17 358 08:45 AM 0 14 182 16 212 1 5 158 4 168 0 5 3 1 9 0 6 2 4 12 401 Total 0 43 670 72 785 2 25 583 15 625 0 26 12 3 41 0 18 19 11 48 1499 *** BREAK *** 04:00 PM 0 18 224 17 259 0 9 214 2 225 0 29 3 2 34 0 5 12 2 19 537 04:15 PM 0 24 222 27 273 0 14 205 6 225 0 11 2 2 15 0 9 5 3 17 530 04:30 PM 0 15 209 21 245 0 11 175 7 193 0 8 3 2 13 0 9 5 6 20 471 04:45 PM 0 9 206 17 232 0 14 185 8 207 0 12 1 2 15 0 2 6 3 11 465 Total 0 66 861 82 1009 0 48 779 23 850 0 60 9 8 77 0 25 28 14 67 2003 05:00 PM 0 16 228 15 259 0 16 199 5 220 0 28 5 1 34 0 6 6 3 15 528 05:15 PM 0 18 224 11 253 0 19 234 3 256 0 8 1 2 11 0 6 9 4 19 539 05:30 PM 0 12 157 22 191 0 11 173 8 192 0 13 0 1 14 0 4 2 0 6 403 05:45 PM 0 9 124 36 169 0 7 153 4 164 0 7 2 4 13 0 4 5 3 12 358 Total 0 55 733 84 872 0 53 759 20 832 0 56 8 8 72 0 20 22 10 52 1828 06:00 PM 0 9 148 13 170 0 21 138 4 163 1 5 1 2 9 0 4 0 3 7 349 06:15 PM 0 8 128 20 156 0 15 126 3 144 0 5 0 2 7 0 4 4 4 12 319 06:30 PM 1 9 129 8 147 0 14 127 2 143 0 7 2 3 12 0 5 3 2 10 312 06:45 PM 0 12 122 9 143 0 8 105 3 116 2 2 0 0 4 0 3 4 2 9 272 Total 1 38 527 50 616 0 58 496 12 566 3 19 3 7 32 0 16 11 11 38 1252 Grand Total 1 272 350 0 393 4166 2 212 351 2 89 3815 3 203 38 30 274 0 100 98 60 258 8513 Apprch %0 6.5 84 9.4 0.1 5.6 92.1 2.3 1.1 74.1 13.9 10.9 0 38.8 38 23.3 Total %0 3.2 41.1 4.6 48.9 0 2.5 41.3 1 44.8 0 2.4 0.4 0.4 3.2 0 1.2 1.2 0.7 3 Auto 1 266 344 6 389 4102 1 211 348 6 89 3787 3 200 36 30 269 0 100 96 60 256 8414 % Auto 100 97.8 98.5 99 98.5 50 99.5 99.3 100 99.3 100 98.5 94.7 100 98.2 0 100 98 100 99.2 98.8 Heavy Vehicles 0 6 54 4 64 1 1 26 0 28 0 3 2 0 5 0 0 2 0 2 99 % Heavy Vehicles 0 2.2 1.5 1 1.5 50 0.5 0.7 0 0.7 0 1.5 5.3 0 1.8 0 0 2 0 0.8 1.2 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 15- 11th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: 11th Ave & US-1 COUNTY : Indian River County US-1 Eastbound US-1 Westbound 11th Ave Northbound 11th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 17 118 15 150 0 7 169 8 184 0 13 1 0 14 0 5 3 4 12 360 07:45 AM 0 13 170 23 206 0 9 166 5 180 0 3 1 2 6 0 4 6 7 17 409 08:00 AM 0 6 163 19 188 0 5 142 2 149 0 8 2 2 12 0 3 4 3 10 359 08:15 AM 0 9 167 25 201 0 8 147 6 161 0 6 4 0 10 0 3 5 1 9 381 Total Volume 0 45 618 82 745 0 29 624 21 674 0 30 8 4 42 0 15 18 15 48 1509 % App. Total 0 6 83 11 0 4.3 92.6 3.1 0 71.4 19 9.5 0 31.2 37.5 31.2 PHF .000 .662 .909 .820 .904 .000 .806 .923 .656 .916 .000 .577 .500 .500 .750 .000 .750 .750 .536 .706 .922 Auto 0 43 608 82 733 0 29 623 21 673 0 29 8 4 41 0 15 17 15 47 1494 % Auto 0 95.6 98.4 100 98.4 0 100 99.8 100 99.9 0 96.7 100 100 97.6 0 100 94.4 100 97.9 99.0 Heavy Vehicles 0 2 10 0 12 0 0 1 0 1 0 1 0 0 1 0 0 1 0 1 15 % Heavy Vehicles 0 4.4 1.6 0 1.6 0 0 0.2 0 0.1 0 3.3 0 0 2.4 0 0 5.6 0 2.1 1.0 11th Ave US-1 US-1 11th Ave Right 15 0 15 Thru 17 1 18 Left 15 0 15 U-Turns 0 0 0 InOut Total 72 47 119 2 1 3 74 122 48 Right21 0 21 Thru623 1 624 Left29 0 29 U-Turns0 0 0 OutTotalIn627 673 1300 10 1 11 637 1311 674 Left 29 1 30 Thru 8 0 8 Right 4 0 4 U-Turns 0 0 0 Out TotalIn 128 41 169 1 1 2 129 171 42 Left43 2 45 Thru608 10 618 Right82 0 82 U-Turns0 0 0 TotalOutIn667 733 1400 2 12 14 669 1414 745 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 15- 11th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: 11th Ave & US-1 COUNTY : Indian River County US-1 Eastbound US-1 Westbound 11th Ave Northbound 11th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 18 224 17 259 0 9 214 2 225 0 29 3 2 34 0 5 12 2 19 537 04:15 PM 0 24 222 27 273 0 14 205 6 225 0 11 2 2 15 0 9 5 3 17 530 04:30 PM 0 15 209 21 245 0 11 175 7 193 0 8 3 2 13 0 9 5 6 20 471 04:45 PM 0 9 206 17 232 0 14 185 8 207 0 12 1 2 15 0 2 6 3 11 465 Total Volume 0 66 861 82 1009 0 48 779 23 850 0 60 9 8 77 0 25 28 14 67 2003 % App. Total 0 6.5 85.3 8.1 0 5.6 91.6 2.7 0 77.9 11.7 10.4 0 37.3 41.8 20.9 PHF .000 .688 .961 .759 .924 .000 .857 .910 .719 .944 .000 .517 .750 1.00 .566 .000 .694 .583 .583 .838 .932 Auto 0 66 854 80 1000 0 48 772 23 843 0 60 8 8 76 0 25 28 14 67 1986 % Auto 0 100 99.2 97.6 99.1 0 100 99.1 100 99.2 0 100 88.9 100 98.7 0 100 100 100 100 99.2 Heavy Vehicles 0 0 7 2 9 0 0 7 0 7 0 0 1 0 1 0 0 0 0 0 17 % Heavy Vehicles 0 0 0.8 2.4 0.9 0 0 0.9 0 0.8 0 0 11.1 0 1.3 0 0 0 0 0 0.8 11th Ave US-1 US-1 11th Ave Right 14 0 14 Thru 28 0 28 Left 25 0 25 U-Turns 0 0 0 InOut Total 97 67 164 1 0 1 98 165 67 Right23 0 23 Thru772 7 779 Left48 0 48 U-Turns0 0 0 OutTotalIn887 843 1730 7 7 14 894 1744 850 Left 60 0 60 Thru 8 1 9 Right 8 0 8 U-Turns 0 0 0 Out TotalIn 156 76 232 2 1 3 158 235 77 Left66 0 66 Thru854 7 861 Right80 2 82 U-Turns0 0 0 TotalOutIn846 1000 1846 7 9 16 853 1862 1009 Peak Hour Begins at 04:00 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 15- 11th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 11th Ave & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles US-1 Eastbound US-1 Westbound 11th Ave Northbound 11th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:15 AM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 06:30 AM 0 0 8 0 8 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 10 06:45 AM 0 1 6 0 7 0 0 3 0 3 0 1 1 0 2 0 0 0 0 0 12 Total 0 1 18 1 20 0 0 4 0 4 0 1 1 0 2 0 0 1 0 1 27 07:00 AM 0 1 4 1 6 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 8 07:15 AM 0 1 3 0 4 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 10 07:30 AM 0 0 4 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5 07:45 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4 Total 0 2 14 1 17 0 0 8 0 8 0 1 0 0 1 0 0 1 0 1 27 08:00 AM 0 2 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 08:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 08:30 AM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 6 08:45 AM 0 0 4 0 4 1 1 2 0 4 0 0 0 0 0 0 0 0 0 0 8 Total 0 2 10 0 12 1 1 6 0 8 0 0 0 0 0 0 0 0 0 0 20 *** BREAK *** 04:00 PM 0 0 2 0 2 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 6 04:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 0 4 2 6 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 8 04:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 7 2 9 0 0 7 0 7 0 0 1 0 1 0 0 0 0 0 17 05:00 PM 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 *** BREAK *** Total 0 1 2 0 3 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 5 06:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 06:45 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Grand Total 0 6 54 4 64 1 1 26 0 28 0 3 2 0 5 0 0 2 0 2 99 Apprch %0 9.4 84.4 6.2 3.6 3.6 92.9 0 0 60 40 0 0 0 100 0 Total %0 6.1 54.5 4 64.6 1 1 26.3 0 28.3 0 3 2 0 5.1 0 0 2 0 2 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 15- 11th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 11th Ave & US-1 COUNTY : Indian River County Groups Printed- Peds US-1 Eastbound US-1 Westbound 11th Ave Northbound 11th Ave Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 *** BREAK *** 06:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 2 Total 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 0 0 0 1 1 5 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 2 07:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 0 0 0 0 0 3 07:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 2 2 0 0 0 3 3 0 0 0 1 1 6 08:00 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 08:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 3 08:30 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 Total 0 0 0 1 1 0 0 0 4 4 0 0 0 1 1 0 0 0 4 4 10 *** BREAK *** 04:00 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 2 2 0 0 0 1 1 5 04:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2 04:30 PM 0 0 0 2 2 0 1 0 3 4 0 0 0 4 4 0 0 0 2 2 12 04:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 3 3 0 1 0 6 7 0 0 0 7 7 0 0 0 3 3 20 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 3 3 4 05:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 05:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 4 4 7 06:00 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 06:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 3 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 0 2 2 0 0 0 5 5 0 0 0 2 2 9 Grand Total 0 0 0 6 6 0 1 0 15 16 0 0 0 20 20 0 0 0 15 15 57 Apprch %0 0 0 100 0 6.2 0 93.8 0 0 0 100 0 0 0 100 Total %0 0 0 10.5 10.5 0 1.8 0 26.3 28.1 0 0 0 35.1 35.1 0 0 0 26.3 26.3 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 16- 10th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 10th Ave & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles US-1 Eastbound US-1 Westbound 10th Ave Northbound 10th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 31 0 31 0 0 37 1 38 0 3 0 0 3 0 2 1 1 4 76 06:15 AM 0 0 40 4 44 0 0 62 0 62 0 2 1 0 3 0 1 0 0 1 110 06:30 AM 0 2 62 5 69 0 1 84 5 90 0 4 1 1 6 0 1 1 0 2 167 06:45 AM 0 1 70 3 74 0 1 99 7 107 0 3 1 0 4 0 6 4 2 12 197 Total 0 3 203 12 218 0 2 282 13 297 0 12 3 1 16 0 10 6 3 19 550 07:00 AM 0 3 56 9 68 0 2 102 2 106 0 9 2 1 12 0 8 3 2 13 199 07:15 AM 0 2 95 6 103 0 1 165 5 171 0 6 0 3 9 0 5 3 2 10 293 07:30 AM 0 3 100 8 111 0 4 183 5 192 0 14 5 2 21 0 4 7 2 13 337 07:45 AM 0 10 143 15 168 0 8 167 13 188 0 5 7 2 14 0 6 6 2 14 384 Total 0 18 394 38 450 0 15 617 25 657 0 34 14 8 56 0 23 19 8 50 1213 08:00 AM 0 6 143 10 159 0 9 147 6 162 0 4 5 2 11 0 4 6 4 14 346 08:15 AM 0 3 146 13 162 0 6 167 7 180 0 10 10 2 22 0 8 6 8 22 386 08:30 AM 0 9 128 14 151 0 5 146 6 157 0 14 11 0 25 0 5 6 3 14 347 08:45 AM 0 4 146 27 177 0 11 143 10 164 0 10 10 3 23 0 10 9 4 23 387 Total 0 22 563 64 649 0 31 603 29 663 0 38 36 7 81 0 27 27 19 73 1466 *** BREAK *** 04:00 PM 0 5 192 15 212 0 13 191 9 213 0 22 16 4 42 0 7 7 5 19 486 04:15 PM 0 1 190 23 214 0 11 170 8 189 0 10 9 6 25 0 10 11 5 26 454 04:30 PM 1 4 179 21 205 0 19 163 12 194 0 21 13 6 40 0 11 10 3 24 463 04:45 PM 0 5 176 12 193 0 22 174 6 202 0 17 18 4 39 0 11 7 3 21 455 Total 1 15 737 71 824 0 65 698 35 798 0 70 56 20 146 0 39 35 16 90 1858 05:00 PM 0 5 205 16 226 0 19 195 10 224 0 13 11 0 24 0 13 8 5 26 500 05:15 PM 2 4 181 26 213 0 13 189 9 211 0 21 8 4 33 0 16 13 5 34 491 05:30 PM 0 3 141 5 149 0 8 173 6 187 0 9 10 9 28 0 5 5 6 16 380 05:45 PM 0 0 103 5 108 0 10 176 9 195 0 11 5 1 17 0 3 13 3 19 339 Total 2 12 630 52 696 0 50 733 34 817 0 54 34 14 102 0 37 39 19 95 1710 06:00 PM 0 3 129 10 142 0 9 155 3 167 0 14 5 1 20 0 5 4 5 14 343 06:15 PM 0 7 104 10 121 0 12 118 2 132 0 12 7 3 22 0 8 7 4 19 294 06:30 PM 0 2 119 10 131 0 8 122 1 131 0 8 5 2 15 0 1 9 1 11 288 06:45 PM 0 2 104 8 114 0 13 117 2 132 0 4 2 4 10 0 5 11 3 19 275 Total 0 14 456 38 508 0 42 512 8 562 0 38 19 10 67 0 19 31 13 63 1200 Grand Total 3 84 298 3 275 3345 0 205 344 5 144 3794 0 246 162 60 468 0 155 157 78 390 7997 Apprch %0.1 2.5 89.2 8.2 0 5.4 90.8 3.8 0 52.6 34.6 12.8 0 39.7 40.3 20 Total %0 1.1 37.3 3.4 41.8 0 2.6 43.1 1.8 47.4 0 3.1 2 0.8 5.9 0 1.9 2 1 4.9 Auto 3 84 295 8 274 3319 0 205 340 6 143 3754 0 243 162 60 465 0 154 155 78 387 7925 % Auto 100 100 99.2 99.6 99.2 0 100 98.9 99.3 98.9 0 98.8 100 100 99.4 0 99.4 98.7 100 99.2 99.1 Heavy Vehicles 0 0 25 1 26 0 0 39 1 40 0 3 0 0 3 0 1 2 0 3 72 % Heavy Vehicles 0 0 0.8 0.4 0.8 0 0 1.1 0.7 1.1 0 1.2 0 0 0.6 0 0.6 1.3 0 0.8 0.9 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 16- 10th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: 10th Ave & US-1 COUNTY : Indian River County US-1 Eastbound US-1 Westbound 10th Ave Northbound 10th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 6 143 10 159 0 9 147 6 162 0 4 5 2 11 0 4 6 4 14 346 08:15 AM 0 3 146 13 162 0 6 167 7 180 0 10 10 2 22 0 8 6 8 22 386 08:30 AM 0 9 128 14 151 0 5 146 6 157 0 14 11 0 25 0 5 6 3 14 347 08:45 AM 0 4 146 27 177 0 11 143 10 164 0 10 10 3 23 0 10 9 4 23 387 Total Volume 0 22 563 64 649 0 31 603 29 663 0 38 36 7 81 0 27 27 19 73 1466 % App. Total 0 3.4 86.7 9.9 0 4.7 91 4.4 0 46.9 44.4 8.6 0 37 37 26 PHF .000 .611 .964 .593 .917 .000 .705 .903 .725 .921 .000 .679 .818 .583 .810 .000 .675 .750 .594 .793 .947 Auto 0 22 560 64 646 0 31 591 28 650 0 38 36 7 81 0 27 27 19 73 1450 % Auto 0 100 99.5 100 99.5 0 100 98.0 96.6 98.0 0 100 100 100 100 0 100 100 100 100 98.9 Heavy Vehicles 0 0 3 0 3 0 0 12 1 13 0 0 0 0 0 0 0 0 0 0 16 % Heavy Vehicles 0 0 0.5 0 0.5 0 0 2.0 3.4 2.0 0 0 0 0 0 0 0 0 0 0 1.1 10th Ave US-1 US-1 10th Ave Right 19 0 19 Thru 27 0 27 Left 27 0 27 U-Turns 0 0 0 InOut Total 86 73 159 1 0 1 87 160 73 Right28 1 29 Thru591 12 603 Left31 0 31 U-Turns0 0 0 OutTotalIn594 650 1244 3 13 16 597 1260 663 Left 38 0 38 Thru 36 0 36 Right 7 0 7 U-Turns 0 0 0 Out TotalIn 122 81 203 0 0 0 122 203 81 Left22 0 22 Thru560 3 563 Right64 0 64 U-Turns0 0 0 TotalOutIn648 646 1294 12 3 15 660 1309 649 Peak Hour Begins at 08:00 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 16- 10th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: 10th Ave & US-1 COUNTY : Indian River County US-1 Eastbound US-1 Westbound 10th Ave Northbound 10th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 1 4 179 21 205 0 19 163 12 194 0 21 13 6 40 0 11 10 3 24 463 04:45 PM 0 5 176 12 193 0 22 174 6 202 0 17 18 4 39 0 11 7 3 21 455 05:00 PM 0 5 205 16 226 0 19 195 10 224 0 13 11 0 24 0 13 8 5 26 500 05:15 PM 2 4 181 26 213 0 13 189 9 211 0 21 8 4 33 0 16 13 5 34 491 Total Volume 3 18 741 75 837 0 73 721 37 831 0 72 50 14 136 0 51 38 16 105 1909 % App. Total 0.4 2.2 88.5 9 0 8.8 86.8 4.5 0 52.9 36.8 10.3 0 48.6 36.2 15.2 PHF .375 .900 .904 .721 .926 .000 .830 .924 .771 .927 .000 .857 .694 .583 .850 .000 .797 .731 .800 .772 .955 Auto 3 18 740 75 836 0 73 717 37 827 0 72 50 14 136 0 51 37 16 104 1903 % Auto 100 100 99.9 100 99.9 0 100 99.4 100 99.5 0 100 100 100 100 0 100 97.4 100 99.0 99.7 Heavy Vehicles 0 0 1 0 1 0 0 4 0 4 0 0 0 0 0 0 0 1 0 1 6 % Heavy Vehicles 0 0 0.1 0 0.1 0 0 0.6 0 0.5 0 0 0 0 0 0 0 2.6 0 1.0 0.3 10th Ave US-1 US-1 10th Ave Right 16 0 16 Thru 37 1 38 Left 51 0 51 U-Turns 0 0 0 InOut Total 105 104 209 0 1 1 105 210 105 Right37 0 37 Thru717 4 721 Left73 0 73 U-Turns0 0 0 OutTotalIn805 827 1632 1 4 5 806 1637 831 Left 72 0 72 Thru 50 0 50 Right 14 0 14 U-Turns 0 0 0 Out TotalIn 185 136 321 1 0 1 186 322 136 Left18 0 18 Thru740 1 741 Right75 0 75 U-Turns3 0 3 TotalOutIn805 836 1641 4 1 5 809 1646 837 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 16- 10th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 10th Ave & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles US-1 Eastbound US-1 Westbound 10th Ave Northbound 10th Ave Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 06:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 06:30 AM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 6 06:45 AM 0 0 6 0 6 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 8 Total 0 0 10 0 10 0 0 5 0 5 0 0 0 0 0 0 1 1 0 2 17 07:00 AM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 0 2 0 2 0 1 0 0 1 0 0 0 0 0 3 07:30 AM 0 0 1 1 2 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 6 07:45 AM 0 0 1 0 1 0 0 3 0 3 0 1 0 0 1 0 0 0 0 0 5 Total 0 0 3 1 4 0 0 9 0 9 0 3 0 0 3 0 0 0 0 0 16 08:00 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 08:15 AM 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 4 08:30 AM 0 0 1 0 1 0 0 3 1 4 0 0 0 0 0 0 0 0 0 0 5 08:45 AM 0 0 1 0 1 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 5 Total 0 0 3 0 3 0 0 12 1 13 0 0 0 0 0 0 0 0 0 0 16 *** BREAK *** 04:00 PM 0 0 3 0 3 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 5 04:15 PM 0 0 1 0 1 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 5 04:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 5 0 5 0 0 9 0 9 0 0 0 0 0 0 0 1 0 1 15 *** BREAK *** 05:15 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 05:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 06:00 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 06:30 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 06:45 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 6 Grand Total 0 0 25 1 26 0 0 39 1 40 0 3 0 0 3 0 1 2 0 3 72 Apprch %0 0 96.2 3.8 0 0 97.5 2.5 0 100 0 0 0 33.3 66.7 0 Total %0 0 34.7 1.4 36.1 0 0 54.2 1.4 55.6 0 4.2 0 0 4.2 0 1.4 2.8 0 4.2 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 16- 10th Ave & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 10th Ave & US-1 COUNTY : Indian River County Groups Printed- Peds US-1 Eastbound US-1 Westbound 10th Ave Northbound 10th Ave Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 06:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 5 *** BREAK *** 07:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2 07:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 *** BREAK *** Total 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 4 08:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2 08:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 Total 0 0 0 0 0 0 0 0 3 3 0 0 0 1 1 0 0 0 5 5 9 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 4 4 0 0 0 2 2 0 0 0 1 1 7 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 04:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 04:45 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 1 1 0 0 0 6 6 0 0 0 2 2 0 0 0 3 3 12 05:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 05:15 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 *** BREAK *** Total 0 0 0 2 2 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 6 06:00 PM 0 0 0 1 1 0 1 0 0 1 0 0 0 3 3 0 0 0 0 0 5 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 3 *** BREAK *** 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 Total 0 0 0 1 1 0 1 0 0 1 0 0 0 5 5 0 0 0 2 2 9 Grand Total 1 0 0 6 7 0 1 0 12 13 0 0 0 9 9 0 0 0 16 16 45 Apprch %14.3 0 0 85.7 0 7.7 0 92.3 0 0 0 100 0 0 0 100 Total %2.2 0 0 13.3 15.6 0 2.2 0 26.7 28.9 0 0 0 20 20 0 0 0 35.6 35.6 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 10- 17th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 17th St & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles 17th Street Eastbound 17th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 1 6 2 9 0 5 6 1 12 0 4 52 2 58 0 2 38 1 41 120 06:15 AM 0 8 15 8 31 1 9 8 1 19 0 9 83 1 93 0 7 54 4 65 208 06:30 AM 0 11 13 14 38 0 6 13 6 25 0 10 103 8 121 0 5 50 8 63 247 06:45 AM 0 8 31 7 46 0 5 58 8 71 0 18 115 7 140 0 7 69 6 82 339 Total 0 28 65 31 124 1 25 85 16 127 0 41 353 18 412 0 21 211 19 251 914 07:00 AM 0 23 50 17 90 0 12 43 8 63 0 20 141 8 169 0 11 63 5 79 401 07:15 AM 0 26 47 15 88 1 11 11 3 26 0 25 184 3 212 0 11 100 7 118 444 07:30 AM 0 23 50 17 90 0 23 32 12 67 0 29 207 12 248 0 18 114 6 138 543 07:45 AM 0 24 39 24 87 0 20 54 7 81 0 38 270 20 328 0 20 123 9 152 648 Total 0 96 186 73 355 1 66 140 30 237 0 112 802 43 957 0 60 400 27 487 2036 08:00 AM 0 24 64 10 98 0 22 42 11 75 0 20 208 20 248 0 20 99 5 124 545 08:15 AM 0 24 56 9 89 0 42 40 11 93 0 23 235 14 272 0 33 134 7 174 628 08:30 AM 0 35 62 16 113 0 30 42 11 83 0 27 181 26 234 0 31 121 8 160 590 08:45 AM 0 29 50 19 98 0 40 58 16 114 0 28 226 14 268 0 21 116 6 143 623 Total 0 112 232 54 398 0 134 182 49 365 0 98 850 74 1022 0 105 470 26 601 2386 *** BREAK *** 04:00 PM 0 37 53 20 110 0 51 75 11 137 0 16 165 17 198 0 21 219 10 250 695 04:15 PM 0 43 66 19 128 0 58 69 25 152 0 19 182 7 208 0 25 259 9 293 781 04:30 PM 0 37 54 30 121 1 69 69 22 161 0 22 174 20 216 0 22 219 9 250 748 04:45 PM 0 45 52 28 125 0 71 65 11 147 0 22 201 20 243 0 25 217 8 250 765 Total 0 162 225 97 484 1 249 278 69 597 0 79 722 64 865 0 93 914 36 1043 2989 05:00 PM 0 38 59 36 133 3 49 75 15 142 0 30 185 15 230 0 18 205 9 232 737 05:15 PM 0 38 49 25 112 0 42 70 20 132 0 26 211 17 254 0 34 219 8 261 759 05:30 PM 0 54 61 31 146 0 227 64 14 305 0 29 187 7 223 0 27 159 5 191 865 05:45 PM 0 29 64 19 112 0 56 71 16 143 0 24 165 6 195 0 26 129 6 161 611 Total 0 159 233 111 503 3 374 280 65 722 0 109 748 45 902 0 105 712 28 845 2972 06:00 PM 0 24 42 13 79 0 55 39 8 102 0 17 174 12 203 0 22 152 7 181 565 06:15 PM 0 42 55 29 126 0 50 61 9 120 0 19 133 10 162 0 19 155 7 181 589 06:30 PM 0 16 46 16 78 0 46 64 8 118 0 13 144 13 170 0 9 132 9 150 516 06:45 PM 0 21 47 20 88 0 47 46 7 100 0 13 125 10 148 0 13 126 6 145 481 Total 0 103 190 78 371 0 198 210 32 440 0 62 576 45 683 0 63 565 29 657 2151 Grand Total 0 660 113 1 444 2235 6 104 6 117 5 261 2488 0 501 405 1 289 4841 0 447 327 2 165 3884 1344 8 Apprch %0 29.5 50.6 19.9 0.2 42 47.2 10.5 0 10.3 83.7 6 0 11.5 84.2 4.2 Total %0 4.9 8.4 3.3 16.6 0 7.8 8.7 1.9 18.5 0 3.7 30.1 2.1 36 0 3.3 24.3 1.2 28.9 Auto 0 654 112 3 436 2213 6 104 5 116 8 260 2479 0 499 403 0 286 4815 0 444 323 3 162 3839 1334 6 % Auto 0 99.1 99.3 98.2 99 100 99.9 99.4 99.6 99.6 0 99.6 99.5 99 99.5 0 99.3 98.8 98.2 98.8 99.2 Heavy Vehicles 0 6 8 8 22 0 1 7 1 9 0 2 21 3 26 0 3 39 3 45 102 % Heavy Vehicles 0 0.9 0.7 1.8 1 0 0.1 0.6 0.4 0.4 0 0.4 0.5 1 0.5 0 0.7 1.2 1.8 1.2 0.8 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 10- 17th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: 17th St & US-1 COUNTY : Indian River County 17th Street Eastbound 17th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 24 39 24 87 0 20 54 7 81 0 38 270 20 328 0 20 123 9 152 648 08:00 AM 0 24 64 10 98 0 22 42 11 75 0 20 208 20 248 0 20 99 5 124 545 08:15 AM 0 24 56 9 89 0 42 40 11 93 0 23 235 14 272 0 33 134 7 174 628 08:30 AM 0 35 62 16 113 0 30 42 11 83 0 27 181 26 234 0 31 121 8 160 590 Total Volume 0 107 221 59 387 0 114 178 40 332 0 108 894 80 1082 0 104 477 29 610 2411 % App. Total 0 27.6 57.1 15.2 0 34.3 53.6 12 0 10 82.6 7.4 0 17 78.2 4.8 PHF .000 .764 .863 .615 .856 .000 .679 .824 .909 .892 .000 .711 .828 .769 .825 .000 .788 .890 .806 .876 .930 Auto 0 105 219 58 382 0 114 178 40 332 0 108 889 79 1076 0 104 471 29 604 2394 % Auto 0 98.1 99.1 98.3 98.7 0 100 100 100 100 0 100 99.4 98.8 99.4 0 100 98.7 100 99.0 99.3 Heavy Vehicles 0 2 2 1 5 0 0 0 0 0 0 0 5 1 6 0 0 6 0 6 17 % Heavy Vehicles 0 1.9 0.9 1.7 1.3 0 0 0 0 0 0 0 0.6 1.3 0.6 0 0 1.3 0 1.0 0.7 US-1 17th Street 17th Street US-1 Right 29 0 29 Thru 471 6 477 Left 104 0 104 U-Turns 0 0 0 InOut Total 1034 604 1638 7 6 13 1041 1651 610 Right40 0 40 Thru178 0 178 Left114 0 114 U-Turns0 0 0 OutTotalIn402 332 734 3 0 3 405 737 332 Left 108 0 108 Thru 889 5 894 Right 79 1 80 U-Turns 0 0 0 Out TotalIn 643 1076 1719 7 6 13 650 1732 1082 Left105 2 107 Thru219 2 221 Right58 1 59 U-Turns0 0 0 TotalOutIn315 382 697 0 5 5 315 702 387 Peak Hour Begins at 07:45 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 10- 17th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: 17th St & US-1 COUNTY : Indian River County 17th Street Eastbound 17th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 45 52 28 125 0 71 65 11 147 0 22 201 20 243 0 25 217 8 250 765 05:00 PM 0 38 59 36 133 3 49 75 15 142 0 30 185 15 230 0 18 205 9 232 737 05:15 PM 0 38 49 25 112 0 42 70 20 132 0 26 211 17 254 0 34 219 8 261 759 05:30 PM 0 54 61 31 146 0 227 64 14 305 0 29 187 7 223 0 27 159 5 191 865 Total Volume 0 175 221 120 516 3 389 274 60 726 0 107 784 59 950 0 104 800 30 934 3126 % App. Total 0 33.9 42.8 23.3 0.4 53.6 37.7 8.3 0 11.3 82.5 6.2 0 11.1 85.7 3.2 PHF .000 .810 .906 .833 .884 .250 .428 .913 .750 .595 .000 .892 .929 .738 .935 .000 .765 .913 .833 .895 .903 Auto 0 173 221 119 513 3 389 272 60 724 0 105 783 59 947 0 103 794 30 927 3111 % Auto 0 98.9 100 99.2 99.4 100 100 99.3 100 99.7 0 98.1 99.9 100 99.7 0 99.0 99.3 100 99.3 99.5 Heavy Vehicles 0 2 0 1 3 0 0 2 0 2 0 2 1 0 3 0 1 6 0 7 15 % Heavy Vehicles 0 1.1 0 0.8 0.6 0 0 0.7 0 0.3 0 1.9 0.1 0 0.3 0 1.0 0.8 0 0.7 0.5 US-1 17th Street 17th Street US-1 Right 30 0 30 Thru 794 6 800 Left 103 1 104 U-Turns 0 0 0 InOut Total 1016 927 1943 3 7 10 1019 1953 934 Right60 0 60 Thru272 2 274 Left389 0 389 U-Turns3 0 3 OutTotalIn383 724 1107 1 2 3 384 1110 726 Left 105 2 107 Thru 783 1 784 Right 59 0 59 U-Turns 0 0 0 Out TotalIn 1302 947 2249 7 3 10 1309 2259 950 Left173 2 175 Thru221 0 221 Right119 1 120 U-Turns0 0 0 TotalOutIn407 513 920 4 3 7 411 927 516 Peak Hour Begins at 04:45 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 10- 17th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 17th St & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles 17th Street Eastbound 17th Street Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 3 06:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 3 06:30 AM 0 0 0 2 2 0 1 2 0 3 0 0 0 0 0 0 0 5 0 5 10 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 6 Total 0 0 0 3 3 0 1 2 0 3 0 0 3 0 3 0 1 11 1 13 22 07:00 AM 0 0 3 1 4 0 0 0 0 0 0 0 2 1 3 0 0 3 1 4 11 07:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 3 0 3 0 0 1 1 2 6 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 1 1 0 2 4 07:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 1 2 0 0 2 0 2 5 Total 0 1 4 1 6 0 0 0 0 0 0 0 7 3 10 0 1 7 2 10 26 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 3 08:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3 08:30 AM 0 2 1 0 3 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 6 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 5 0 5 7 Total 0 2 1 1 4 0 0 0 0 0 0 0 6 0 6 0 0 9 0 9 19 *** BREAK *** 04:00 PM 0 0 1 1 2 0 0 1 0 1 0 0 1 0 1 0 0 2 0 2 6 04:15 PM 0 0 1 0 1 0 0 2 1 3 0 0 1 0 1 0 0 0 0 0 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 2 0 3 4 Total 0 0 2 1 3 0 0 3 1 4 0 0 4 0 4 0 1 5 0 6 17 05:00 PM 0 1 0 1 2 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 4 05:15 PM 0 0 0 0 0 0 0 2 0 2 0 1 0 0 1 0 0 1 0 1 4 05:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3 05:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 0 3 0 1 4 0 0 2 0 2 0 2 0 0 2 0 0 5 0 5 13 06:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 06:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 1 1 2 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 5 Grand Total 0 6 8 8 22 0 1 7 1 9 0 2 21 3 26 0 3 39 3 45 102 Apprch %0 27.3 36.4 36.4 0 11.1 77.8 11.1 0 7.7 80.8 11.5 0 6.7 86.7 6.7 Total %0 5.9 7.8 7.8 21.6 0 1 6.9 1 8.8 0 2 20.6 2.9 25.5 0 2.9 38.2 2.9 44.1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 10- 17th St & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: 17th St & US-1 COUNTY : Indian River County Groups Printed- Peds 17th Street Eastbound 17th Street Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 3 06:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 06:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 3 *** BREAK *** Total 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 3 3 7 07:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 07:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 3 07:45 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2 Total 0 0 0 1 1 0 0 0 2 2 0 0 0 2 2 0 0 0 1 1 6 *** BREAK *** 08:15 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 08:30 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 6 08:45 AM 0 0 0 3 3 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 5 Total 0 0 0 6 6 0 0 0 3 3 0 0 0 1 1 0 0 0 3 3 13 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 2 2 0 0 0 2 2 6 04:15 PM 0 0 0 1 1 0 0 0 2 2 0 0 0 0 0 0 1 0 1 2 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 3 3 5 04:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 2 2 0 0 0 4 4 0 0 0 4 4 0 1 0 6 7 17 05:00 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 3 05:30 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 3 05:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 4 Total 0 0 0 1 1 0 0 0 5 5 0 0 0 1 1 0 0 0 4 4 11 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 3 06:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 3 3 0 0 0 2 2 7 06:30 PM 0 0 0 1 1 0 0 0 2 2 0 0 0 1 1 0 0 0 3 3 7 06:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 3 Total 0 0 0 3 3 0 0 0 3 3 0 0 0 6 6 0 0 0 8 8 20 Grand Total 0 0 0 15 15 0 0 0 19 19 0 0 0 14 14 0 1 0 25 26 74 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 3.8 0 96.2 Total %0 0 0 20.3 20.3 0 0 0 25.7 25.7 0 0 0 18.9 18.9 0 1.4 0 33.8 35.1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 11- Oslo Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Oslo Rd & US-1 COUNTY : Indian River County Groups Printed- Auto - Heavy Vehicles Oslo Rd Eastbound Oslo Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 26 4 28 58 0 3 4 1 8 0 17 91 0 108 0 0 68 7 75 249 06:15 AM 0 38 0 33 71 0 6 1 1 8 2 21 133 2 158 0 0 85 14 99 336 06:30 AM 0 46 1 48 95 0 5 1 2 8 0 37 215 0 252 0 0 110 19 129 484 06:45 AM 0 52 5 37 94 0 2 5 0 7 1 43 238 2 284 0 1 124 23 148 533 Total 0 162 10 146 318 0 16 11 4 31 3 118 677 4 802 0 1 387 63 451 1602 07:00 AM 0 78 8 45 131 0 3 11 1 15 0 32 265 8 305 0 1 122 23 146 597 07:15 AM 0 102 7 60 169 0 9 6 2 17 1 40 334 8 383 0 2 193 34 229 798 07:30 AM 0 89 9 59 157 0 10 3 5 18 0 44 363 10 417 0 2 187 35 224 816 07:45 AM 0 116 8 61 185 0 12 6 4 22 0 50 350 13 413 0 1 164 39 204 824 Total 0 385 32 225 642 0 34 26 12 72 1 166 131 2 39 1518 0 6 666 131 803 3035 08:00 AM 0 97 11 61 169 0 11 7 3 21 0 54 318 15 387 0 3 176 44 223 800 08:15 AM 0 93 10 53 156 0 13 7 8 28 0 52 320 13 385 0 2 182 49 233 802 08:30 AM 0 97 9 48 154 0 12 2 7 21 0 48 314 15 377 0 2 185 54 241 793 08:45 AM 0 84 9 49 142 0 13 5 9 27 0 53 297 19 369 0 1 177 49 227 765 Total 0 371 39 211 621 0 49 21 27 97 0 207 124 9 62 1518 0 8 720 196 924 3160 *** BREAK *** 04:00 PM 0 75 20 58 153 0 16 23 6 45 3 66 219 14 302 1 5 290 80 376 876 04:15 PM 0 55 13 43 111 0 39 32 8 79 5 65 177 19 266 4 5 286 74 369 825 04:30 PM 0 59 16 46 121 0 29 26 3 58 5 62 217 15 299 1 1 284 92 378 856 04:45 PM 0 72 13 54 139 0 34 35 12 81 5 71 223 16 315 0 3 271 103 377 912 Total 0 261 62 201 524 0 118 116 29 263 18 264 836 64 1182 6 14 113 1 349 1500 3469 05:00 PM 0 73 12 51 136 0 32 37 7 76 2 54 243 21 320 0 1 317 104 422 954 05:15 PM 0 62 17 55 134 0 32 20 10 62 11 72 206 20 309 1 2 378 110 491 996 05:30 PM 0 62 11 52 125 0 35 32 8 75 2 45 190 9 246 2 2 288 110 402 848 05:45 PM 0 57 21 32 110 0 27 36 10 73 2 49 208 17 276 1 10 226 84 321 780 Total 0 254 61 190 505 0 126 125 35 286 17 220 847 67 1151 4 15 120 9 408 1636 3578 06:00 PM 0 48 22 36 106 0 30 26 1 57 5 55 180 9 249 2 2 187 84 275 687 06:15 PM 0 49 17 38 104 0 36 28 8 72 7 50 175 13 245 0 2 177 84 263 684 06:30 PM 0 52 17 33 102 0 37 27 7 71 4 33 170 10 217 0 3 180 55 238 628 06:45 PM 0 51 12 41 104 0 23 20 5 48 5 33 94 8 140 1 4 108 63 176 468 Total 0 200 68 148 416 0 126 101 21 248 21 171 619 40 851 3 11 652 286 952 2467 Grand Total 0 163 3 272 112 1 3026 0 469 400 128 997 60 114 6 554 0 276 7022 13 55 476 5 143 3 6266 1731 1 Apprch %0 54 9 37 0 47 40.1 12.8 0.9 16.3 78.9 3.9 0.2 0.9 76 22.9 Total %0 9.4 1.6 6.5 17.5 0 2.7 2.3 0.7 5.8 0.3 6.6 32 1.6 40.6 0.1 0.3 27.5 8.3 36.2 Auto 0 159 6 271 110 5 2972 0 468 399 127 994 60 113 5 548 1 276 6952 13 55 469 3 141 9 6180 1709 8 % Auto 0 97.7 99.6 98.6 98.2 0 99.8 99.8 99.2 99.7 100 99 98.9 100 99 100 100 98.5 99 98.6 98.8 Heavy Vehicles 0 37 1 16 54 0 1 1 1 3 0 11 59 0 70 0 0 72 14 86 213 % Heavy Vehicles 0 2.3 0.4 1.4 1.8 0 0.2 0.2 0.8 0.3 0 1 1.1 0 1 0 0 1.5 1 1.4 1.2 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 11- Oslo Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 CLIENT : FDOT D4 JOB NO : PROJECT: Oslo Rd & US-1 COUNTY : Indian River County Oslo Rd Eastbound Oslo Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 89 9 59 157 0 10 3 5 18 0 44 363 10 417 0 2 187 35 224 816 07:45 AM 0 116 8 61 185 0 12 6 4 22 0 50 350 13 413 0 1 164 39 204 824 08:00 AM 0 97 11 61 169 0 11 7 3 21 0 54 318 15 387 0 3 176 44 223 800 08:15 AM 0 93 10 53 156 0 13 7 8 28 0 52 320 13 385 0 2 182 49 233 802 Total Volume 0 395 38 234 667 0 46 23 20 89 0 200 135 1 51 1602 0 8 709 167 884 3242 % App. Total 0 59.2 5.7 35.1 0 51.7 25.8 22.5 0 12.5 84.3 3.2 0 0.9 80.2 18.9 PHF .000 .851 .864 .959 .901 .000 .885 .821 .625 .795 .000 .926 .930 .850 .960 .000 .667 .948 .852 .948 .984 Auto 0 377 38 228 643 0 46 23 20 89 0 196 133 6 51 1583 0 8 697 167 872 3187 % Auto 0 95.4 100 97.4 96.4 0 100 100 100 100 0 98.0 98.9 100 98.8 0 100 98.3 100 98.6 98.3 Heavy Vehicles 0 18 0 6 24 0 0 0 0 0 0 4 15 0 19 0 0 12 0 12 55 % Heavy Vehicles 0 4.6 0 2.6 3.6 0 0 0 0 0 0 2.0 1.1 0 1.2 0 0 1.7 0 1.4 1.7 US-1 Oslo Rd Oslo Rd US-1 Right 167 0 167 Thru 697 12 709 Left 8 0 8 U-Turns 0 0 0 InOut Total 1733 872 2605 33 12 45 1766 2650 884 Right20 0 20 Thru23 0 23 Left46 0 46 U-Turns0 0 0 OutTotalIn97 89 186 0 0 0 97 186 89 Left 196 4 200 Thru 1336 15 1351 Right 51 0 51 U-Turns 0 0 0 Out TotalIn 971 1583 2554 18 19 37 989 2591 1602 Left377 18 395 Thru38 0 38 Right228 6 234 U-Turns0 0 0 TotalOutIn386 643 1029 4 24 28 390 1057 667 Peak Hour Begins at 07:30 AM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 11- Oslo Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 CLIENT : FDOT D4 JOB NO : PROJECT: Oslo Rd & US-1 COUNTY : Indian River County Oslo Rd Eastbound Oslo Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 59 16 46 121 0 29 26 3 58 5 62 217 15 299 1 1 284 92 378 856 04:45 PM 0 72 13 54 139 0 34 35 12 81 5 71 223 16 315 0 3 271 103 377 912 05:00 PM 0 73 12 51 136 0 32 37 7 76 2 54 243 21 320 0 1 317 104 422 954 05:15 PM 0 62 17 55 134 0 32 20 10 62 11 72 206 20 309 1 2 378 110 491 996 Total Volume 0 266 58 206 530 0 127 118 32 277 23 259 889 72 1243 2 7 125 0 409 1668 3718 % App. Total 0 50.2 10.9 38.9 0 45.8 42.6 11.6 1.9 20.8 71.5 5.8 0.1 0.4 74.9 24.5 PHF .000 .911 .853 .936 .953 .000 .934 .797 .667 .855 .523 .899 .915 .857 .971 .500 .583 .827 .930 .849 .933 Auto 0 261 58 205 524 0 126 118 32 276 23 258 879 72 1232 2 7 123 8 405 1652 3684 % Auto 0 98.1 100 99.5 98.9 0 99.2 100 100 99.6 100 99.6 98.9 100 99.1 100 100 99.0 99.0 99.0 99.1 Heavy Vehicles 0 5 0 1 6 0 1 0 0 1 0 1 10 0 11 0 0 12 4 16 34 % Heavy Vehicles 0 1.9 0 0.5 1.1 0 0.8 0 0 0.4 0 0.4 1.1 0 0.9 0 0 1.0 1.0 1.0 0.9 US-1 Oslo Rd Oslo Rd US-1 Right 405 4 409 Thru 1238 12 1250 Left 7 0 7 U-Turns 2 0 2 InOut Total 1172 1652 2824 15 16 31 1187 2855 1668 Right32 0 32 Thru118 0 118 Left126 1 127 U-Turns0 0 0 OutTotalIn137 276 413 0 1 1 137 414 277 Left 258 1 259 Thru 879 10 889 Right 72 0 72 U-Turns 23 0 23 Out TotalIn 1569 1232 2801 14 11 25 1583 2826 1243 Left261 5 266 Thru58 0 58 Right205 1 206 U-Turns0 0 0 TotalOutIn781 524 1305 5 6 11 786 1316 530 Peak Hour Begins at 04:30 PM Auto Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 11- Oslo Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Oslo Rd & US-1 COUNTY : Indian River County Groups Printed- Heavy Vehicles Oslo Rd Eastbound Oslo Rd Westbound US-1 Northbound US-1 Southbound Start Time U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total U- Turns Left Thru Right App. Total Int. Total 06:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 3 1 4 6 06:15 AM 0 1 0 1 2 0 0 1 0 1 0 0 1 0 1 0 0 3 0 3 7 06:30 AM 0 0 0 0 0 0 0 0 1 1 0 1 4 0 5 0 0 1 0 1 7 06:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 4 3 7 9 Total 0 3 0 1 4 0 0 1 1 2 0 1 7 0 8 0 0 11 4 15 29 07:00 AM 0 4 0 4 8 0 0 0 0 0 0 1 4 0 5 0 0 3 0 3 16 07:15 AM 0 3 0 3 6 0 0 0 0 0 0 1 2 0 3 0 0 2 0 2 11 07:30 AM 0 6 0 3 9 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 15 07:45 AM 0 5 0 2 7 0 0 0 0 0 0 2 3 0 5 0 0 2 0 2 14 Total 0 18 0 12 30 0 0 0 0 0 0 4 12 0 16 0 0 10 0 10 56 08:00 AM 0 5 0 0 5 0 0 0 0 0 0 1 5 0 6 0 0 2 0 2 13 08:15 AM 0 2 0 1 3 0 0 0 0 0 0 1 4 0 5 0 0 5 0 5 13 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 5 0 5 7 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 4 0 4 9 Total 0 7 0 1 8 0 0 0 0 0 0 2 16 0 18 0 0 16 0 16 42 *** BREAK *** 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 8 3 11 14 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 3 1 4 6 04:30 PM 0 2 0 0 2 0 0 0 0 0 0 0 5 0 5 0 0 3 1 4 11 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 4 1 5 8 Total 0 3 0 0 3 0 0 0 0 0 0 2 10 0 12 0 0 18 6 24 39 05:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 3 0 3 0 0 4 1 5 10 05:15 PM 0 1 0 1 2 0 1 0 0 1 0 0 0 0 0 0 0 1 1 2 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 4 0 5 0 0 5 0 5 10 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4 0 0 0 1 1 5 Total 0 3 0 1 4 0 1 0 0 1 0 2 10 0 12 0 0 10 3 13 30 06:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3 06:15 PM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 06:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 4 0 4 0 0 2 0 2 7 06:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 3 Total 0 3 1 1 5 0 0 0 0 0 0 0 4 0 4 0 0 7 1 8 17 Grand Total 0 37 1 16 54 0 1 1 1 3 0 11 59 0 70 0 0 72 14 86 213 Apprch %0 68.5 1.9 29.6 0 33.3 33.3 33.3 0 15.7 84.3 0 0 0 83.7 16.3 Total %0 17.4 0.5 7.5 25.4 0 0.5 0.5 0.5 1.4 0 5.2 27.7 0 32.9 0 0 33.8 6.6 40.4 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : 11- Oslo Rd & US-1 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 CLIENT : FDOT D4 JOB NO : PROJECT: Oslo Rd & US-1 COUNTY : Indian River County Groups Printed- Peds Oslo Rd Eastbound Oslo Rd Westbound US-1 Northbound US-1 Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total *** BREAK *** 07:00 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 3 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 4 *** BREAK *** 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 2 *** BREAK *** Total 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 3 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 05:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 3 *** BREAK *** 06:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 3 Total 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 3 Grand Total 0 0 0 1 1 0 0 0 3 3 0 0 0 6 6 0 0 0 3 3 13 Apprch %0 0 0 100 0 0 0 100 0 0 0 100 0 0 0 100 Total %0 0 0 7.7 7.7 0 0 0 23.1 23.1 0 0 0 46.2 46.2 0 0 0 23.1 23.1 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : US-1 & 8th Street Site Code : 00000000 Start Date : 9/6/2018 Page No : 1 CLIENT : FDOT D4 JOB NO. PROJECT: US-1 Multimodal Study COUNTY : Indian River County Groups Printed- Autos - Heavy Vehicles US-1 From North 8th Street From East US-1 From South 8th Street From West Start Time Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Int. Total 06:00 AM 1 44 0 0 45 0 2 4 0 6 2 56 4 0 62 3 6 5 0 14 127 06:15 AM 4 58 0 0 62 6 8 5 0 19 2 84 2 0 88 4 7 11 0 22 191 06:30 AM 8 51 2 0 61 2 18 16 0 36 2 133 4 0 139 9 11 13 0 33 269 06:45 AM 8 52 2 0 62 1 23 14 0 38 1 146 16 0 163 6 25 17 0 48 311 Total 21 205 4 0 230 9 51 39 0 99 7 419 26 0 452 22 49 46 0 117 898 07:00 AM 8 65 3 0 76 0 16 16 0 32 1 147 15 0 163 8 16 29 0 53 324 07:15 AM 15 98 3 0 116 7 18 16 0 41 4 201 13 0 218 8 33 29 0 70 445 07:30 AM 8 110 8 0 126 2 31 9 0 42 4 235 12 0 251 14 50 47 0 111 530 07:45 AM 9 113 5 0 127 6 42 15 0 63 2 255 28 0 285 14 46 43 0 103 578 Total 40 386 19 0 445 15 107 56 0 178 11 838 68 0 917 44 145 148 0 337 1877 08:00 AM 17 103 4 0 124 8 36 18 0 62 1 218 19 0 238 14 34 47 0 95 519 08:15 AM 19 111 2 0 132 6 33 18 0 57 3 225 18 0 246 16 49 42 0 107 542 08:30 AM 17 122 6 0 145 4 37 23 0 64 2 201 13 0 216 15 37 52 0 104 529 08:45 AM 15 117 1 0 133 8 25 13 0 46 6 201 18 0 225 12 44 37 0 93 497 Total 68 453 13 0 534 26 131 72 0 229 12 845 68 0 925 57 164 178 0 399 2087 *** BREAK *** 04:00 PM 33 201 12 0 246 7 39 29 0 75 5 153 17 1 176 15 20 27 0 62 559 04:15 PM 33 213 9 0 255 4 60 40 0 104 2 136 12 0 150 11 35 26 0 72 581 04:30 PM 33 228 11 0 272 7 47 28 0 82 10 174 33 0 217 21 17 24 0 62 633 04:45 PM 31 237 9 0 277 4 42 36 0 82 4 166 25 0 195 16 30 35 0 81 635 Total 130 879 41 0 1050 22 188 133 0 343 21 629 87 1 738 63 102 112 0 277 2408 05:00 PM 37 204 11 0 252 8 72 42 0 122 4 165 16 0 185 24 39 22 0 85 644 05:15 PM 26 301 12 0 339 9 57 37 0 103 9 155 14 0 178 24 27 29 0 80 700 05:30 PM 36 229 10 0 275 8 57 41 0 106 6 157 28 0 191 17 32 27 0 76 648 05:45 PM 31 181 10 0 222 8 54 28 0 90 3 175 21 0 199 17 21 26 0 64 575 Total 130 915 43 0 1088 33 240 148 0 421 22 652 79 0 753 82 119 104 0 305 2567 06:00 PM 21 147 11 0 179 7 38 33 0 78 3 115 10 0 128 16 29 26 0 71 456 06:15 PM 25 153 4 0 182 6 33 23 0 62 3 115 13 0 131 15 28 32 0 75 450 06:30 PM 22 151 14 0 187 6 27 25 0 58 4 127 17 0 148 16 20 31 0 67 460 06:45 PM 13 105 3 0 121 6 31 20 0 57 7 121 16 0 144 17 17 21 0 55 377 Total 81 556 32 0 669 25 129 101 0 255 17 478 56 0 551 64 94 110 0 268 1743 Grand Total 470 3394 152 0 4016 130 846 549 0 1525 90 3861 384 1 4336 332 673 698 0 1703 11580 Apprch %11.7 84.5 3.8 0 8.5 55.5 36 0 2.1 89 8.9 0 19.5 39.5 41 0 Total %4.1 29.3 1.3 0 34.7 1.1 7.3 4.7 0 13.2 0.8 33.3 3.3 0 37.4 2.9 5.8 6 0 14.7 Autos 467 3336 144 0 3947 122 821 537 0 1480 87 3795 375 1 4258 326 663 687 0 1676 11361 % Autos 99.4 98.3 94.7 0 98.3 93.8 97 97.8 0 97 96.7 98.3 97.7 100 98.2 98.2 98.5 98.4 0 98.4 98.1 Heavy Vehicles 3 58 8 0 69 8 25 12 0 45 3 66 9 0 78 6 10 11 0 27 219 % Heavy Vehicles 0.6 1.7 5.3 0 1.7 6.2 3 2.2 0 3 3.3 1.7 2.3 0 1.8 1.8 1.5 1.6 0 1.6 1.9 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : US-1 & 8th Street Site Code : 00000000 Start Date : 9/6/2018 Page No : 2 US-1 8th Street 8th Street US-1 Right 467 3 470 Thru 3336 58 3394 Left 144 8 152 U-Turns 0 0 0 InOut Total 4604 3947 8551 85 69 154 4689 8705 4016 Right122 8 130 Thru821 25 846 Left537 12 549 U-Turns0 0 0 OutTotalIn894 1480 2374 21 45 66 915 2440 1525 Left 375 9 384 Thru 3795 66 3861 Right 87 3 90 U-Turns 1 0 1 Out TotalIn 4199 4258 8457 76 78 154 4275 8611 4336 Left687 11 698 Thru663 10 673 Right326 6 332 U-Turns0 0 0 TotalOutIn1663 1676 3339 37 27 64 1700 3403 1703 9/6/2018 06:00 AM 9/6/2018 06:45 PM Autos Heavy Vehicles North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : US-1 & 8th Street Site Code : 00000000 Start Date : 9/6/2018 Page No : 3 US-1 From North 8th Street From East US-1 From South 8th Street From West Start Time Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 8 110 8 0 126 2 31 9 0 42 4 235 12 0 251 14 50 47 0 111 530 07:45 AM 9 113 5 0 127 6 42 15 0 63 2 255 28 0 285 14 46 43 0 103 578 08:00 AM 17 103 4 0 124 8 36 18 0 62 1 218 19 0 238 14 34 47 0 95 519 08:15 AM 19 111 2 0 132 6 33 18 0 57 3 225 18 0 246 16 49 42 0 107 542 Total Volume 53 437 19 0 509 22 142 60 0 224 10 933 77 0 1020 58 179 179 0 416 2169 % App. Total 10.4 85.9 3.7 0 9.8 63.4 26.8 0 1 91.5 7.5 0 13.9 43 43 0 PHF .697 .967 .594 .000 .964 .688 .845 .833 .000 .889 .625 .915 .688 .000 .895 .906 .895 .952 .000 .937 .938 Autos 52 423 17 0 492 21 133 57 0 211 9 909 75 0 993 55 174 174 0 403 2099 % Autos 98.1 96.8 89.5 0 96.7 95.5 93.7 95.0 0 94.2 90.0 97.4 97.4 0 97.4 94.8 97.2 97.2 0 96.9 96.8 Heavy Vehicles 1 14 2 0 17 1 9 3 0 13 1 24 2 0 27 3 5 5 0 13 70 % Heavy Vehicles 1.9 3.2 10.5 0 3.3 4.5 6.3 5.0 0 5.8 10.0 2.6 2.6 0 2.6 5.2 2.8 2.8 0 3.1 3.2 US-1 8th Street 8th Street US-1 Right 52 1 53 Thru 423 14 437 Left 17 2 19 U-Turns 0 0 0 InOut Total 1104 492 1596 30 17 47 1134 1643 509 Right21 1 22 Thru133 9 142 Left57 3 60 U-Turns0 0 0 OutTotalIn200 211 411 8 13 21 208 432 224 Left 75 2 77 Thru 909 24 933 Right 9 1 10 U-Turns 0 0 0 Out TotalIn 535 993 1528 20 27 47 555 1575 1020 Left174 5 179 Thru174 5 179 Right55 3 58 U-Turns0 0 0 TotalOutIn260 403 663 12 13 25 272 688 416 Peak Hour Begins at 07:30 AM Autos Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : US-1 & 8th Street Site Code : 00000000 Start Date : 9/6/2018 Page No : 4 US-1 From North 8th Street From East US-1 From South 8th Street From West Start Time Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Right Thru Left U-Turns App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 31 237 9 0 277 4 42 36 0 82 4 166 25 0 195 16 30 35 0 81 635 05:00 PM 37 204 11 0 252 8 72 42 0 122 4 165 16 0 185 24 39 22 0 85 644 05:15 PM 26 301 12 0 339 9 57 37 0 103 9 155 14 0 178 24 27 29 0 80 700 05:30 PM 36 229 10 0 275 8 57 41 0 106 6 157 28 0 191 17 32 27 0 76 648 Total Volume 130 971 42 0 1143 29 228 156 0 413 23 643 83 0 749 81 128 113 0 322 2627 % App. Total 11.4 85 3.7 0 7 55.2 37.8 0 3.1 85.8 11.1 0 25.2 39.8 35.1 0 PHF .878 .806 .875 .000 .843 .806 .792 .929 .000 .846 .639 .968 .741 .000 .960 .844 .821 .807 .000 .947 .938 Autos 130 965 41 0 1136 28 223 154 0 405 22 637 82 0 741 81 127 112 0 320 2602 % Autos 100 99.4 97.6 0 99.4 96.6 97.8 98.7 0 98.1 95.7 99.1 98.8 0 98.9 100 99.2 99.1 0 99.4 99.0 Heavy Vehicles 0 6 1 0 7 1 5 2 0 8 1 6 1 0 8 0 1 1 0 2 25 % Heavy Vehicles 0 0.6 2.4 0 0.6 3.4 2.2 1.3 0 1.9 4.3 0.9 1.2 0 1.1 0 0.8 0.9 0 0.6 1.0 US-1 8th Street 8th Street US-1 Right 130 0 130 Thru 965 6 971 Left 41 1 42 U-Turns 0 0 0 InOut Total 777 1136 1913 8 7 15 785 1928 1143 Right28 1 29 Thru223 5 228 Left154 2 156 U-Turns0 0 0 OutTotalIn190 405 595 3 8 11 193 606 413 Left 82 1 83 Thru 637 6 643 Right 22 1 23 U-Turns 0 0 0 Out TotalIn 1200 741 1941 8 8 16 1208 1957 749 Left112 1 113 Thru127 1 128 Right81 0 81 U-Turns0 0 0 TotalOutIn435 320 755 6 2 8 441 763 322 Peak Hour Begins at 04:45 PM Autos Heavy Vehicles Peak Hour Data North CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 File Name : US-1 & 8th Street Site Code : 00000000 Start Date : 9/6/2018 Page No : 1 Groups Printed- Heavy Vehicles US-1 From North 8th Street From East US-1 From South 8th Street From West Start Time Right Thru Left U-Turns Right Thru Left U-Turns Right Thru Left U-Turns Right Thru Left U-Turns Int. Total 06:00 AM 0 1 0 0 0 0 0 0 0 4 1 0 0 0 0 0 6 06:15 AM 0 2 0 0 1 0 0 0 0 1 0 0 0 0 0 0 4 06:30 AM 0 2 2 0 0 0 1 0 0 1 0 0 1 0 0 0 7 06:45 AM 1 4 0 0 0 1 0 0 0 1 0 0 0 0 0 0 7 Total 1 9 2 0 1 1 1 0 0 7 1 0 1 0 0 0 24 07:00 AM 0 3 0 0 0 1 0 0 0 1 0 0 0 0 0 0 5 07:15 AM 0 5 0 0 1 1 0 0 0 4 1 0 0 0 0 0 12 07:30 AM 0 2 1 0 0 1 0 0 1 9 0 0 1 3 0 0 18 07:45 AM 0 6 0 0 0 3 2 0 0 7 2 0 1 1 2 0 24 Total 0 16 1 0 1 6 2 0 1 21 3 0 2 4 2 0 59 08:00 AM 0 4 0 0 0 2 1 0 0 3 0 0 0 1 3 0 14 08:15 AM 1 2 1 0 1 3 0 0 0 5 0 0 1 0 0 0 14 08:30 AM 0 5 1 0 0 1 1 0 0 6 1 0 0 0 0 0 15 08:45 AM 0 1 0 0 0 2 1 0 1 8 0 0 0 1 1 0 15 Total 1 12 2 0 1 8 3 0 1 22 1 0 1 2 4 0 58 *** BREAK *** 04:00 PM 1 2 0 0 0 1 1 0 0 2 1 0 1 1 0 0 10 04:15 PM 0 3 0 0 2 2 0 0 0 2 1 0 0 1 0 0 11 04:30 PM 0 2 1 0 1 1 1 0 0 2 1 0 0 0 1 0 10 04:45 PM 0 3 0 0 0 5 1 0 0 3 0 0 0 0 0 0 12 Total 1 10 1 0 3 9 3 0 0 9 3 0 1 2 1 0 43 05:00 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 3 05:15 PM 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 5 05:30 PM 0 2 1 0 0 0 0 0 0 1 1 0 0 0 0 0 5 05:45 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 5 Total 0 6 1 0 1 0 1 0 1 3 1 0 0 1 3 0 18 06:00 PM 0 2 0 0 0 0 1 0 0 2 0 0 1 0 0 0 6 06:15 PM 0 1 0 0 1 1 0 0 0 0 0 0 0 1 1 0 5 06:30 PM 0 2 1 0 0 0 0 0 0 1 0 0 0 0 0 0 4 06:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 Total 0 5 1 0 1 1 2 0 0 4 0 0 1 1 1 0 17 Grand Total 3 58 8 0 8 25 12 0 3 66 9 0 6 10 11 0 219 Apprch %4.3 84.1 11.6 0 17.8 55.6 26.7 0 3.8 84.6 11.5 0 22.2 37 40.7 0 Total %1.4 26.5 3.7 0 3.7 11.4 5.5 0 1.4 30.1 4.1 0 2.7 4.6 5 0 CTS Engineering, Inc. 8095 NW 12 Street, Suite 315 Miami, Florida 33312 County: 88 Station: 0019 Description: US-1 N OF OSLO RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 20 19 15 74 | 23 29 28 19 99 | 173 0100 12 5 8 15 40 | 16 8 15 11 50 | 90 0200 8 4 10 10 32 | 12 9 10 9 40 | 72 0300 7 13 14 10 44 | 5 5 10 5 25 | 69 0400 16 23 32 43 114 | 3 20 20 16 59 | 173 0500 36 46 81 100 263 | 39 36 54 71 200 | 463 0600 116 174 271 294 855 | 75 89 139 155 458 | 1313 0700 366 440 546 460 1812 | 159 248 230 200 837 | 2649 0800 433 425 424 389 1671 | 214 223 236 216 889 | 2560 0900 285 294 333 298 1210 | 227 207 216 228 878 | 2088 1000 291 266 319 288 1164 | 248 260 262 276 1046 | 2210 1100 284 305 273 259 1121 | 291 289 275 278 1133 | 2254 1200 258 302 310 293 1163 | 323 340 287 297 1247 | 2410 1300 302 277 300 275 1154 | 306 309 292 259 1166 | 2320 1400 267 284 274 337 1162 | 322 329 299 301 1251 | 2413 1500 278 283 359 314 1234 | 353 338 368 425 1484 | 2718 1600 283 284 293 324 1184 | 414 408 432 389 1643 | 2827 1700 333 312 301 283 1229 | 460 505 416 351 1732 | 2961 1800 261 208 199 179 847 | 331 288 258 219 1096 | 1943 1900 184 177 122 123 606 | 220 211 191 174 796 | 1402 2000 106 120 105 93 424 | 152 165 152 150 619 | 1043 2100 79 88 68 89 324 | 145 155 121 101 522 | 846 2200 71 52 71 50 244 | 87 86 62 65 300 | 544 2300 43 29 31 24 127 | 81 59 46 35 221 | 348 --------------------------------------------------------------------------------------- 24-Hour Totals:18098 17791 35889 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 1879 815 902 715 2771 P.M. 1645 1270 1630 1786 1630 3048 Daily 715 1879 1630 1786 1630 3048 Truck Percentage 4.88 5.35 5.11 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 99 13854 3262 81 502 37 74 131 54 4 0 0 0 0 0 883 18098 S 98 13454 3287 61 542 134 30 120 60 4 1 0 0 0 0 952 17791 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 0101 Description: US-1 N OF 45TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 14 14 10 59 | 4 10 19 8 41 | 100 0100 5 8 4 8 25 | 13 9 4 1 27 | 52 0200 9 8 8 5 30 | 6 7 7 4 24 | 54 0300 3 3 3 6 15 | 2 5 8 5 20 | 35 0400 9 10 17 22 58 | 9 19 20 23 71 | 129 0500 17 25 41 40 123 | 34 52 50 85 221 | 344 0600 52 60 72 151 335 | 69 129 195 237 630 | 965 0700 184 180 151 217 732 | 202 303 322 469 1296 | 2028 0800 191 198 183 217 789 | 309 328 268 317 1222 | 2011 0900 212 186 195 184 777 | 250 217 216 230 913 | 1690 1000 192 172 215 208 787 | 226 226 227 224 903 | 1690 1100 203 228 223 282 936 | 189 213 224 221 847 | 1783 1200 257 226 256 200 939 | 225 215 234 221 895 | 1834 1300 256 206 260 237 959 | 210 220 255 252 937 | 1896 1400 234 245 243 246 968 | 232 225 202 295 954 | 1922 1500 270 300 253 307 1130 | 211 211 236 221 879 | 2009 1600 366 285 329 258 1238 | 228 203 238 183 852 | 2090 1700 397 370 282 226 1275 | 249 195 165 173 782 | 2057 1800 178 168 117 152 615 | 148 167 114 115 544 | 1159 1900 152 156 150 95 553 | 97 74 69 58 298 | 851 2000 93 103 85 85 366 | 56 70 59 45 230 | 596 2100 82 66 76 55 279 | 46 59 47 41 193 | 472 2200 47 47 45 39 178 | 36 34 35 31 136 | 314 2300 44 39 25 21 129 | 29 22 21 16 88 | 217 --------------------------------------------------------------------------------------- 24-Hour Totals: 13295 13003 26298 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 810 730 1428 730 2185 P.M. 1630 1354 1330 964 1630 2219 Daily 1630 1354 730 1428 1630 2219 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0102 Description: US-1/8TH AVE S OF 17TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 22 11 12 13 58 | 25 20 18 12 75 | 133 0100 19 8 8 11 46 | 6 9 8 8 31 | 77 0200 7 2 5 8 22 | 8 5 4 4 21 | 43 0300 6 8 5 14 33 | 7 6 9 5 27 | 60 0400 10 11 18 24 63 | 5 12 13 27 57 | 120 0500 22 28 58 55 163 | 23 31 38 43 135 | 298 0600 66 110 135 144 455 | 45 70 69 94 278 | 733 0700 170 229 279 285 963 | 102 139 152 150 543 | 1506 0800 267 249 264 242 1022 | 195 164 184 176 719 | 1741 0900 215 226 245 194 880 | 218 216 216 228 878 | 1758 1000 210 242 222 266 940 | 259 217 244 296 1016 | 1956 1100 205 256 254 260 975 | 303 302 292 299 1196 | 2171 1200 250 234 266 267 1017 | 325 326 279 280 1210 | 2227 1300 255 270 233 254 1012 | 320 327 323 238 1208 | 2220 1400 238 221 267 239 965 | 315 286 300 309 1210 | 2175 1500 242 242 225 243 952 | 268 305 312 332 1217 | 2169 1600 228 200 246 220 894 | 335 381 359 339 1414 | 2308 1700 296 228 237 199 960 | 373 323 285 284 1265 | 2225 1800 206 158 169 157 690 | 225 274 197 215 911 | 1601 1900 142 136 134 117 529 | 178 177 137 143 635 | 1164 2000 102 96 96 77 371 | 143 139 134 125 541 | 912 2100 98 93 77 59 327 | 113 102 91 83 389 | 716 2200 64 67 54 38 223 | 63 60 49 36 208 | 431 2300 37 33 39 23 132 | 59 55 42 15 171 | 303 --------------------------------------------------------------------------------------- 24-Hour Totals: 13692 15355 29047 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1080 845 826 745 1758 P.M. 1230 1058 1615 1452 1615 2414 Daily 730 1080 1615 1452 1615 2414 Truck Percentage 9.09 2.05 5.37 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 98 7915 4435 45 1045 20 28 90 14 1 1 0 0 0 0 1244 13692 S 75 13420 1545 30 133 31 44 42 27 7 1 0 0 0 0 315 15355 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 0103 Description: 45TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 12 9 5 8 34 | 8 6 4 6 24 | 58 0100 2 5 3 4 14 | 1 5 0 1 7 | 21 0200 2 6 7 0 15 | 2 0 4 1 7 | 22 0300 1 1 3 5 10 | 4 2 5 1 12 | 22 0400 3 2 11 6 22 | 4 0 4 5 13 | 35 0500 21 12 10 24 67 | 12 14 18 13 57 | 124 0600 26 36 24 45 131 | 14 15 33 50 112 | 243 0700 58 82 76 106 322 | 58 59 72 68 257 | 579 0800 97 81 78 89 345 | 61 61 53 52 227 | 572 0900 65 58 54 68 245 | 40 58 64 72 234 | 479 1000 73 55 65 72 265 | 58 57 59 55 229 | 494 1100 58 50 58 65 231 | 37 59 70 76 242 | 473 1200 68 46 51 54 219 | 70 45 53 72 240 | 459 1300 48 45 51 48 192 | 68 59 57 52 236 | 428 1400 55 55 55 62 227 | 72 61 59 85 277 | 504 1500 67 63 60 56 246 | 68 66 76 102 312 | 558 1600 62 66 41 51 220 | 72 84 63 54 273 | 493 1700 59 53 50 39 201 | 84 79 72 63 298 | 499 1800 57 34 34 30 155 | 66 55 31 33 185 | 340 1900 25 22 42 25 114 | 33 34 30 30 127 | 241 2000 27 24 38 28 117 | 21 49 28 17 115 | 232 2100 17 18 23 28 86 | 24 27 15 24 90 | 176 2200 19 16 15 12 62 | 25 24 12 13 74 | 136 2300 11 8 15 10 44 | 13 13 6 11 43 | 87 --------------------------------------------------------------------------------------- 24-Hour Totals: 3584 3691 7275 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 745 362 730 262 730 622 P.M. 1445 252 1530 334 1530 578 Daily 745 362 1530 334 730 622 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0105 Description: US-1 S OF 45TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 16 16 8 61 | 4 8 20 6 38 | 99 0100 8 9 5 13 35 | 12 9 4 4 29 | 64 0200 6 7 8 6 27 | 8 5 6 5 24 | 51 0300 2 2 4 10 18 | 4 6 7 6 23 | 41 0400 11 9 17 19 56 | 8 16 23 19 66 | 122 0500 13 26 39 40 118 | 33 53 50 77 213 | 331 0600 49 60 65 132 306 | 66 111 181 228 586 | 892 0700 157 173 203 180 713 | 171 289 271 416 1147 | 1860 0800 203 184 195 209 791 | 283 286 252 302 1123 | 1914 0900 193 174 176 209 752 | 240 203 212 210 865 | 1617 1000 171 197 210 191 769 | 213 218 201 214 846 | 1615 1100 228 185 235 256 904 | 171 195 203 210 779 | 1683 1200 261 235 223 230 949 | 204 188 215 220 827 | 1776 1300 226 232 215 236 909 | 193 202 215 228 838 | 1747 1400 217 266 251 256 990 | 207 232 198 263 900 | 1890 1500 293 291 255 310 1149 | 202 203 230 204 839 | 1988 1600 366 273 316 269 1224 | 234 197 251 192 874 | 2098 1700 411 345 282 196 1234 | 217 205 164 166 752 | 1986 1800 195 176 128 159 658 | 139 154 101 115 509 | 1167 1900 152 169 151 105 577 | 91 78 80 69 318 | 895 2000 95 95 94 96 380 | 64 75 60 39 238 | 618 2100 102 64 87 58 311 | 50 56 46 49 201 | 512 2200 51 48 57 38 194 | 34 31 33 34 132 | 326 2300 46 42 26 19 133 | 29 26 21 10 86 | 219 --------------------------------------------------------------------------------------- 24-Hour Totals: 13258 12253 25511 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 791 715 1259 730 2026 P.M. 1630 1341 1400 900 1630 2206 Daily 1630 1341 715 1259 1630 2206 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0107 Description: 45TH STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 5 12 5 8 30 | 7 6 5 3 21 | 51 0100 1 6 3 5 15 | 1 1 5 2 9 | 24 0200 1 2 2 1 6 | 2 2 2 1 7 | 13 0300 1 0 2 1 4 | 1 3 2 1 7 | 11 0400 3 1 4 5 13 | 2 3 8 11 24 | 37 0500 3 5 6 14 28 | 8 11 17 10 46 | 74 0600 11 15 17 27 70 | 13 12 16 29 70 | 140 0700 26 30 43 52 151 | 25 33 39 54 151 | 302 0800 43 47 35 29 154 | 30 34 36 37 137 | 291 0900 31 35 33 38 137 | 25 29 37 33 124 | 261 1000 42 44 47 33 166 | 37 27 26 24 114 | 280 1100 39 37 46 36 158 | 39 27 45 35 146 | 304 1200 46 47 35 49 177 | 38 37 33 40 148 | 325 1300 37 44 40 41 162 | 44 31 29 34 138 | 300 1400 43 43 55 56 197 | 40 37 40 44 161 | 358 1500 53 42 54 53 202 | 48 46 57 46 197 | 399 1600 42 49 39 45 175 | 53 55 50 26 184 | 359 1700 53 54 43 30 180 | 56 42 47 37 182 | 362 1800 39 41 31 33 144 | 31 28 39 36 134 | 278 1900 38 34 30 33 135 | 23 26 23 32 104 | 239 2000 22 37 29 29 117 | 40 31 26 22 119 | 236 2100 29 23 20 18 90 | 18 17 17 16 68 | 158 2200 17 20 14 11 62 | 15 17 14 19 65 | 127 2300 16 10 6 10 42 | 13 14 7 9 43 | 85 --------------------------------------------------------------------------------------- 24-Hour Totals: 2615 2399 5014 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 185 730 157 730 342 P.M. 1415 207 1530 211 1530 409 Daily 1415 207 1530 211 1530 409 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0111 Description: US-1 N OF 37TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 28 24 17 13 82 | 8 13 18 10 49 | 131 0100 11 12 5 17 45 | 11 8 5 5 29 | 74 0200 9 7 9 7 32 | 7 7 7 6 27 | 59 0300 3 3 3 9 18 | 6 6 7 8 27 | 45 0400 12 12 15 23 62 | 7 14 26 24 71 | 133 0500 18 30 44 45 137 | 35 53 57 84 229 | 366 0600 55 85 84 178 402 | 78 114 218 258 668 | 1070 0700 184 217 222 221 844 | 206 303 322 432 1263 | 2107 0800 213 243 194 251 901 | 346 354 317 378 1395 | 2296 0900 223 184 234 212 853 | 288 281 249 279 1097 | 1950 1000 196 227 237 249 909 | 232 280 253 267 1032 | 1941 1100 222 254 237 311 1024 | 227 218 273 265 983 | 2007 1200 265 279 276 243 1063 | 245 241 227 254 967 | 2030 1300 259 248 272 269 1048 | 243 249 265 255 1012 | 2060 1400 237 308 291 297 1133 | 274 267 265 268 1074 | 2207 1500 309 314 307 310 1240 | 278 245 265 299 1087 | 2327 1600 401 351 345 334 1431 | 274 264 297 254 1089 | 2520 1700 459 374 311 229 1373 | 295 259 233 184 971 | 2344 1800 233 169 196 153 751 | 187 188 153 147 675 | 1426 1900 177 196 152 116 641 | 126 114 98 109 447 | 1088 2000 115 125 96 128 464 | 94 91 91 63 339 | 803 2100 115 83 101 77 376 | 60 60 77 54 251 | 627 2200 60 56 69 40 225 | 39 35 43 42 159 | 384 2300 59 51 44 26 180 | 26 35 22 16 99 | 279 --------------------------------------------------------------------------------------- 24-Hour Totals: 15234 15040 30274 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 911 730 1454 730 2353 P.M. 1630 1512 1545 1134 1630 2617 Daily 1630 1512 730 1454 1630 2617 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0113 Description: 37TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 1 2 0 3 | 8 4 6 2 20 | 23 0100 0 0 0 0 0 | 2 1 1 3 7 | 7 0200 1 1 0 0 2 | 2 1 2 2 7 | 9 0300 0 4 1 0 5 | 0 0 0 0 0 | 5 0400 3 2 4 14 23 | 3 1 1 4 9 | 32 0500 18 17 23 37 95 | 2 2 4 7 15 | 110 0600 25 57 109 108 299 | 11 7 21 21 60 | 359 0700 87 111 147 211 556 | 61 55 50 45 211 | 767 0800 169 156 143 140 608 | 73 67 81 95 316 | 924 0900 112 110 149 120 491 | 141 122 113 119 495 | 986 1000 114 130 126 93 463 | 145 164 140 156 605 | 1068 1100 101 90 97 92 380 | 161 160 164 206 691 | 1071 1200 76 82 104 114 376 | 192 148 127 111 578 | 954 1300 122 112 125 129 488 | 130 110 137 153 530 | 1018 1400 111 93 112 113 429 | 136 182 167 159 644 | 1073 1500 93 89 73 86 341 | 204 186 178 168 736 | 1077 1600 73 54 54 42 223 | 234 181 234 179 828 | 1051 1700 39 33 35 32 139 | 274 166 132 85 657 | 796 1800 38 43 50 22 153 | 89 57 65 66 277 | 430 1900 17 17 22 15 71 | 69 67 60 38 234 | 305 2000 11 16 9 4 40 | 42 33 31 21 127 | 167 2100 5 11 6 8 30 | 22 14 22 14 72 | 102 2200 6 5 12 17 40 | 12 12 15 14 53 | 93 2300 11 7 2 3 23 | 33 35 12 7 87 | 110 --------------------------------------------------------------------------------------- 24-Hour Totals: 5278 7259 12537 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 683 845 471 845 982 P.M. 1300 488 1615 868 1415 1123 Daily 730 683 1615 868 1415 1123 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0115 Description: US-1 S OF 37TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 22 24 15 11 72 | 12 16 20 11 59 | 131 0100 11 12 7 12 42 | 13 9 5 6 33 | 75 0200 9 8 8 6 31 | 8 8 8 7 31 | 62 0300 3 4 4 8 19 | 6 3 6 8 23 | 42 0400 15 12 16 27 70 | 7 14 25 17 63 | 133 0500 28 37 52 66 183 | 26 48 45 72 191 | 374 0600 67 106 133 212 518 | 73 89 156 214 532 | 1050 0700 224 254 301 323 1102 | 191 265 271 361 1088 | 2190 0800 295 313 267 297 1172 | 306 348 285 376 1315 | 2487 0900 249 231 296 250 1026 | 303 326 250 299 1178 | 2204 1000 242 263 266 274 1045 | 290 330 291 324 1235 | 2280 1100 241 266 275 295 1077 | 295 287 344 359 1285 | 2362 1200 260 279 312 278 1129 | 330 293 268 286 1177 | 2306 1300 312 316 304 309 1241 | 288 283 286 307 1164 | 2405 1400 278 320 313 325 1236 | 307 343 320 333 1303 | 2539 1500 323 320 306 319 1268 | 361 333 349 353 1396 | 2664 1600 375 339 330 286 1330 | 392 330 398 347 1467 | 2797 1700 424 341 294 240 1299 | 438 353 279 235 1305 | 2604 1800 233 191 180 141 745 | 234 209 165 174 782 | 1527 1900 157 176 140 120 593 | 156 136 111 124 527 | 1120 2000 104 127 87 119 437 | 118 103 105 69 395 | 832 2100 112 86 93 77 368 | 74 62 75 67 278 | 646 2200 59 56 67 48 230 | 42 42 45 46 175 | 405 2300 51 39 41 23 154 | 41 48 31 19 139 | 293 --------------------------------------------------------------------------------------- 24-Hour Totals: 16387 17141 33528 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1232 800 1315 730 2518 P.M. 1630 1381 1630 1536 1630 2917 Daily 1630 1381 1630 1536 1630 2917 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0121 Description: 11TH AVE N OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 0 0 2 2 | 0 3 0 0 3 | 5 0100 0 1 0 2 3 | 0 0 0 0 0 | 3 0200 2 0 0 0 2 | 2 0 0 0 2 | 4 0300 2 1 4 0 7 | 0 0 0 0 0 | 7 0400 0 3 2 0 5 | 0 2 3 3 8 | 13 0500 0 0 0 0 0 | 0 0 0 0 0 | 0 0600 3 6 13 6 28 | 0 0 5 8 13 | 41 0700 12 13 15 19 59 | 9 4 8 14 35 | 94 0800 15 15 18 26 74 | 8 9 22 15 54 | 128 0900 16 15 12 17 60 | 13 11 13 30 67 | 127 1000 30 23 18 23 94 | 33 19 28 32 112 | 206 1100 21 20 31 27 99 | 37 27 33 24 121 | 220 1200 30 23 28 12 93 | 44 29 24 26 123 | 216 1300 18 26 20 28 92 | 26 16 10 16 68 | 160 1400 27 15 13 34 89 | 10 15 16 9 50 | 139 1500 25 21 22 14 82 | 16 10 16 12 54 | 136 1600 25 28 21 22 96 | 22 16 10 12 60 | 156 1700 26 16 16 23 81 | 11 10 13 12 46 | 127 1800 14 13 14 9 50 | 9 8 11 5 33 | 83 1900 10 10 8 13 41 | 4 0 7 2 13 | 54 2000 7 15 4 1 27 | 5 3 2 14 24 | 51 2100 7 7 4 9 27 | 0 3 2 2 7 | 34 2200 3 1 2 2 8 | 0 5 4 3 12 | 20 2300 6 2 0 2 10 | 2 0 2 0 4 | 14 --------------------------------------------------------------------------------------- 24-Hour Totals: 1129 909 2038 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 75 830 61 830 136 P.M. 1445 102 1200 123 1200 216 Daily 1130 111 1130 130 1130 241 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0123 Description: US-1 E OF 11TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 17 17 10 13 57 | 15 12 8 13 48 | 105 0100 5 12 7 8 32 | 9 9 9 5 32 | 64 0200 9 13 4 3 29 | 9 7 9 6 31 | 60 0300 2 6 2 3 13 | 7 5 5 8 25 | 38 0400 5 11 13 17 46 | 5 13 14 19 51 | 97 0500 19 22 27 35 103 | 19 29 42 30 120 | 223 0600 29 67 73 75 244 | 50 71 95 116 332 | 576 0700 91 109 121 158 479 | 132 162 202 226 722 | 1201 0800 189 185 161 190 725 | 156 180 172 177 685 | 1410 0900 212 198 232 188 830 | 176 191 188 171 726 | 1556 1000 164 178 263 204 809 | 204 177 199 217 797 | 1606 1100 173 175 176 183 707 | 224 209 215 230 878 | 1585 1200 201 212 145 191 749 | 212 243 221 233 909 | 1658 1300 266 256 218 215 955 | 242 251 250 276 1019 | 1974 1400 277 229 235 255 996 | 234 236 237 254 961 | 1957 1500 264 230 194 223 911 | 245 230 252 229 956 | 1867 1600 229 251 262 232 974 | 235 206 201 239 881 | 1855 1700 235 237 184 162 818 | 283 266 187 196 932 | 1750 1800 176 173 156 119 624 | 201 146 132 120 599 | 1223 1900 88 100 101 102 391 | 127 98 92 96 413 | 804 2000 102 88 73 67 330 | 94 89 69 80 332 | 662 2100 66 77 39 45 227 | 70 87 69 58 284 | 511 2200 24 26 29 22 101 | 46 53 37 26 162 | 263 2300 25 21 19 11 76 | 17 24 28 22 91 | 167 --------------------------------------------------------------------------------------- 24-Hour Totals: 11226 11986 23212 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 832 730 764 845 1564 P.M. 1400 996 1300 1019 1315 1977 Daily 1400 996 1300 1019 1315 1977 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0125 Description: 11TH AVE S OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 2 3 3 0 8 | 3 2 3 0 8 | 16 0100 2 2 1 3 8 | 3 0 5 1 9 | 17 0200 0 1 0 0 1 | 10 4 3 1 18 | 19 0300 1 0 2 2 5 | 2 3 2 1 8 | 13 0400 2 0 2 0 4 | 0 0 3 3 6 | 10 0500 0 0 3 2 5 | 0 3 3 0 6 | 11 0600 3 4 13 9 29 | 4 6 10 18 38 | 67 0700 12 6 15 14 47 | 29 22 39 31 121 | 168 0800 20 24 17 26 87 | 33 26 48 28 135 | 222 0900 13 19 19 25 76 | 35 24 35 26 120 | 196 1000 22 23 28 23 96 | 38 38 38 24 138 | 234 1100 20 17 32 33 102 | 19 38 48 33 138 | 240 1200 32 33 26 18 109 | 38 29 38 45 150 | 259 1300 25 26 21 40 112 | 48 40 45 31 164 | 276 1400 33 20 24 33 110 | 33 43 45 43 164 | 274 1500 23 23 18 29 93 | 52 40 50 72 214 | 307 1600 27 17 27 17 88 | 64 55 36 31 186 | 274 1700 23 20 14 26 83 | 70 42 41 31 184 | 267 1800 13 20 18 14 65 | 27 31 22 12 92 | 157 1900 18 13 8 15 54 | 18 24 19 5 66 | 120 2000 22 13 14 6 55 | 17 21 16 17 71 | 126 2100 8 10 11 8 37 | 14 6 17 12 49 | 86 2200 8 8 3 1 20 | 6 14 3 6 29 | 49 2300 8 5 7 0 20 | 4 4 3 1 12 | 32 --------------------------------------------------------------------------------------- 24-Hour Totals: 1314 2126 3440 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 87 745 138 800 222 P.M. 1315 120 1530 241 1530 332 Daily 1130 130 1530 241 1530 332 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0127 Description: US-1 W OF 11TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 18 12 8 11 49 | 18 13 9 12 52 | 101 0100 7 9 7 4 27 | 9 8 7 6 30 | 57 0200 7 8 4 7 26 | 7 7 8 6 28 | 54 0300 3 7 4 5 19 | 6 6 4 9 25 | 44 0400 7 10 10 15 42 | 5 14 15 17 51 | 93 0500 17 22 24 39 102 | 15 25 42 33 115 | 217 0600 32 70 76 79 257 | 48 71 98 110 327 | 584 0700 93 118 124 177 512 | 127 150 177 198 652 | 1164 0800 188 212 173 203 776 | 160 176 168 170 674 | 1450 0900 218 223 220 235 896 | 157 169 171 162 659 | 1555 1000 173 222 251 236 882 | 180 156 189 181 706 | 1588 1100 192 219 197 187 795 | 181 180 202 185 748 | 1543 1200 235 232 165 184 816 | 196 197 194 205 792 | 1608 1300 269 292 224 233 1018 | 220 211 224 244 899 | 1917 1400 273 239 242 270 1024 | 217 227 218 224 886 | 1910 1500 258 255 229 262 1004 | 200 191 227 208 826 | 1830 1600 255 298 275 274 1102 | 215 201 193 231 840 | 1942 1700 269 297 220 190 976 | 264 259 184 166 873 | 1849 1800 199 195 175 127 696 | 187 141 131 120 579 | 1275 1900 97 101 110 105 413 | 115 90 86 86 377 | 790 2000 101 90 82 75 348 | 94 85 66 71 316 | 664 2100 75 68 44 47 234 | 69 80 61 54 264 | 498 2200 23 32 26 17 98 | 48 47 29 25 149 | 247 2300 27 19 21 9 76 | 18 28 25 20 91 | 167 --------------------------------------------------------------------------------------- 24-Hour Totals: 12188 10959 23147 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 864 730 711 845 1531 P.M. 1615 1116 1630 947 1630 2062 Daily 1615 1116 1630 947 1630 2062 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0131 Description: 10TH AVE N OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 0 2 1 4 | 0 1 1 0 2 | 6 0100 0 0 2 0 2 | 0 0 0 0 0 | 2 0200 0 0 0 0 0 | 0 0 0 0 0 | 0 0300 1 1 0 1 3 | 0 1 0 0 1 | 4 0400 0 0 0 0 0 | 0 0 0 1 1 | 1 0500 0 2 0 4 6 | 3 1 2 1 7 | 13 0600 1 3 6 10 20 | 4 3 3 7 17 | 37 0700 21 15 13 14 63 | 17 6 12 15 50 | 113 0800 26 25 18 20 89 | 19 20 24 21 84 | 173 0900 21 14 15 22 72 | 24 14 11 10 59 | 131 1000 24 27 31 33 115 | 16 20 24 24 84 | 199 1100 24 14 34 23 95 | 23 22 26 31 102 | 197 1200 20 17 20 23 80 | 29 24 18 28 99 | 179 1300 37 24 21 23 105 | 21 17 25 27 90 | 195 1400 28 33 21 18 100 | 33 18 10 20 81 | 181 1500 30 38 15 32 115 | 25 25 14 21 85 | 200 1600 28 24 23 26 101 | 21 30 21 21 93 | 194 1700 22 26 24 12 84 | 26 29 24 17 96 | 180 1800 13 15 10 8 46 | 11 12 16 16 55 | 101 1900 7 7 8 5 27 | 11 19 8 9 47 | 74 2000 9 7 14 10 40 | 9 12 6 11 38 | 78 2100 15 3 4 7 29 | 8 2 4 0 14 | 43 2200 3 6 2 10 21 | 4 1 4 3 12 | 33 2300 7 5 2 3 17 | 6 5 2 3 16 | 33 --------------------------------------------------------------------------------------- 24-Hour Totals: 1234 1133 2367 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 89 815 89 800 173 P.M. 1500 115 1330 103 1330 208 Daily 1000 115 1130 110 1330 208 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0133 Description: US-1 E OF 10TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 26 15 5 66 | 16 13 9 11 49 | 115 0100 7 9 5 6 27 | 8 9 10 5 32 | 59 0200 2 6 5 5 18 | 7 5 9 5 26 | 44 0300 5 10 6 8 29 | 6 5 4 8 23 | 52 0400 8 16 6 14 44 | 4 13 14 19 50 | 94 0500 17 21 23 30 91 | 15 29 39 34 117 | 208 0600 30 53 55 66 204 | 53 72 92 114 331 | 535 0700 74 101 135 162 472 | 124 170 192 199 685 | 1157 0800 139 127 139 145 550 | 142 202 148 193 685 | 1235 0900 170 137 132 148 587 | 163 175 189 152 679 | 1266 1000 175 133 162 141 611 | 204 178 202 178 762 | 1373 1100 184 161 163 205 713 | 162 207 194 220 783 | 1496 1200 216 197 168 160 741 | 222 242 211 211 886 | 1627 1300 174 168 148 153 643 | 229 271 253 231 984 | 1627 1400 167 168 187 168 690 | 225 244 231 235 935 | 1625 1500 168 216 176 191 751 | 225 245 226 221 917 | 1668 1600 194 196 202 200 792 | 233 191 203 217 844 | 1636 1700 215 200 169 127 711 | 266 246 170 192 874 | 1585 1800 131 114 97 100 442 | 190 146 129 134 599 | 1041 1900 107 89 77 66 339 | 136 99 84 86 405 | 744 2000 101 66 69 69 305 | 80 77 72 88 317 | 622 2100 52 64 54 45 215 | 68 81 72 47 268 | 483 2200 33 30 27 27 117 | 50 48 42 30 170 | 287 2300 27 22 25 16 90 | 24 25 26 21 96 | 186 --------------------------------------------------------------------------------------- 24-Hour Totals: 9248 11517 20765 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 591 730 735 845 1304 P.M. 1630 817 1300 984 1630 1749 Daily 1630 817 1300 984 1630 1749 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0135 Description: 10TH AVE S OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 1 0 0 2 | 1 1 2 2 6 | 8 0100 1 0 1 0 2 | 1 0 0 1 2 | 4 0200 0 0 0 1 1 | 1 3 3 0 7 | 8 0300 0 1 1 0 2 | 2 1 1 1 5 | 7 0400 0 1 1 1 3 | 0 1 0 0 1 | 4 0500 3 2 2 2 9 | 3 3 2 3 11 | 20 0600 4 2 3 8 17 | 1 7 6 9 23 | 40 0700 10 11 13 24 58 | 13 10 24 29 76 | 134 0800 21 24 20 20 85 | 27 27 29 24 107 | 192 0900 26 23 28 24 101 | 27 33 23 31 114 | 215 1000 23 23 33 28 107 | 34 29 30 33 126 | 233 1100 33 33 25 33 124 | 34 27 40 38 139 | 263 1200 49 34 31 30 144 | 35 34 30 45 144 | 288 1300 40 49 33 28 150 | 45 35 38 40 158 | 308 1400 58 38 21 38 155 | 44 41 37 29 151 | 306 1500 37 37 19 39 132 | 45 34 33 34 146 | 278 1600 33 48 48 26 155 | 39 40 38 36 153 | 308 1700 35 29 20 24 108 | 39 38 25 32 134 | 242 1800 20 23 19 10 72 | 33 34 15 10 92 | 164 1900 13 17 11 6 47 | 20 13 15 10 58 | 105 2000 16 9 4 11 40 | 21 19 11 8 59 | 99 2100 10 9 2 3 24 | 20 13 13 6 52 | 76 2200 3 3 4 0 10 | 10 10 6 2 28 | 38 2300 5 2 2 2 11 | 5 5 5 4 19 | 30 --------------------------------------------------------------------------------------- 24-Hour Totals: 1559 1811 3370 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 97 830 113 845 204 P.M. 1315 168 1245 163 1315 325 Daily 1315 168 1245 163 1315 325 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0137 Description: US-1 W OF 10TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 17 17 10 13 57 | 15 12 8 13 48 | 105 0100 5 12 7 8 32 | 9 9 9 5 32 | 64 0200 9 13 4 3 29 | 9 7 9 6 31 | 60 0300 2 6 2 3 13 | 7 5 5 8 25 | 38 0400 5 11 13 17 46 | 5 13 14 19 51 | 97 0500 19 22 27 35 103 | 19 29 42 30 120 | 223 0600 29 67 73 75 244 | 50 71 95 116 332 | 576 0700 91 109 121 158 479 | 132 162 202 226 722 | 1201 0800 189 185 161 190 725 | 156 180 172 177 685 | 1410 0900 212 198 232 188 830 | 176 191 188 171 726 | 1556 1000 164 178 263 204 809 | 204 177 199 217 797 | 1606 1100 173 175 176 183 707 | 224 209 215 230 878 | 1585 1200 201 212 145 191 749 | 212 243 221 233 909 | 1658 1300 266 256 218 215 955 | 242 251 250 276 1019 | 1974 1400 277 229 235 255 996 | 234 236 237 254 961 | 1957 1500 264 230 194 223 911 | 245 230 252 229 956 | 1867 1600 229 251 262 232 974 | 235 206 201 239 881 | 1855 1700 235 237 184 162 818 | 283 266 187 196 932 | 1750 1800 176 173 156 119 624 | 201 146 132 120 599 | 1223 1900 88 100 101 102 391 | 127 98 92 96 413 | 804 2000 102 88 73 67 330 | 94 89 69 80 332 | 662 2100 66 77 39 45 227 | 70 87 69 58 284 | 511 2200 24 26 29 22 101 | 46 53 37 26 162 | 263 2300 25 21 19 11 76 | 17 24 28 22 91 | 167 --------------------------------------------------------------------------------------- 24-Hour Totals: 11226 11986 23212 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 832 730 764 845 1564 P.M. 1400 996 1300 1019 1315 1977 Daily 1400 996 1300 1019 1315 1977 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0161 Description: US-1 N OF 17TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 18 12 12 14 56 | 13 14 16 13 56 | 112 0100 12 10 10 10 42 | 7 7 12 8 34 | 76 0200 10 4 4 7 25 | 7 6 4 3 20 | 45 0300 6 8 5 14 33 | 2 7 6 5 20 | 53 0400 10 11 17 17 55 | 7 9 13 19 48 | 103 0500 22 24 43 39 128 | 15 19 30 35 99 | 227 0600 51 80 102 124 357 | 28 60 68 58 214 | 571 0700 144 188 250 250 832 | 73 106 133 139 451 | 1283 0800 235 215 242 233 925 | 153 151 145 140 589 | 1514 0900 190 196 197 187 770 | 153 173 161 161 648 | 1418 1000 196 229 222 215 862 | 179 151 198 213 741 | 1603 1100 201 230 275 268 974 | 235 218 261 225 939 | 1913 1200 261 279 265 268 1073 | 229 249 208 215 901 | 1974 1300 266 290 278 251 1085 | 264 252 262 214 992 | 2077 1400 230 218 270 229 947 | 235 229 215 246 925 | 1872 1500 242 218 233 268 961 | 203 239 212 234 888 | 1849 1600 246 199 247 217 909 | 251 264 252 242 1009 | 1918 1700 275 256 226 222 979 | 287 252 194 193 926 | 1905 1800 195 182 158 206 741 | 159 188 150 154 651 | 1392 1900 135 136 118 122 511 | 119 97 96 101 413 | 924 2000 106 94 108 88 396 | 122 95 75 88 380 | 776 2100 74 67 73 47 261 | 77 69 56 55 257 | 518 2200 56 52 44 33 185 | 43 35 28 21 127 | 312 2300 31 28 33 21 113 | 35 30 28 13 106 | 219 --------------------------------------------------------------------------------------- 24-Hour Totals: 13220 11434 24654 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 950 845 627 745 1530 P.M. 1245 1102 1615 1045 1245 2095 Daily 1245 1102 1615 1045 1245 2095 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0163 Description: 17TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 5 8 3 2 18 | 10 8 7 3 28 | 46 0100 4 4 4 5 17 | 1 3 9 4 17 | 34 0200 2 6 3 7 18 | 5 1 4 3 13 | 31 0300 1 3 0 2 6 | 3 1 3 4 11 | 17 0400 3 3 3 7 16 | 2 5 4 12 23 | 39 0500 4 7 15 14 40 | 1 7 10 7 25 | 65 0600 13 22 33 46 114 | 15 11 35 75 136 | 250 0700 57 93 83 92 325 | 57 39 65 79 240 | 565 0800 97 85 120 144 446 | 89 89 108 130 416 | 862 0900 104 91 98 108 401 | 117 119 108 156 500 | 901 1000 112 82 102 91 387 | 141 121 153 178 593 | 980 1100 105 130 109 131 475 | 162 189 165 159 675 | 1150 1200 131 127 122 114 494 | 191 241 203 163 798 | 1292 1300 136 105 124 110 475 | 170 156 164 158 648 | 1123 1400 105 90 104 83 382 | 140 165 158 166 629 | 1011 1500 105 125 112 115 457 | 144 169 160 208 681 | 1138 1600 121 109 100 79 409 | 172 190 174 158 694 | 1103 1700 104 120 107 85 416 | 170 174 167 127 638 | 1054 1800 66 65 60 67 258 | 103 118 96 80 397 | 655 1900 52 59 64 37 212 | 90 67 62 52 271 | 483 2000 38 50 41 46 175 | 61 63 52 54 230 | 405 2100 47 34 28 26 135 | 38 35 35 36 144 | 279 2200 20 18 18 10 66 | 24 21 31 19 95 | 161 2300 10 14 7 14 45 | 16 15 12 6 49 | 94 --------------------------------------------------------------------------------------- 24-Hour Totals: 5787 7951 13738 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 459 830 474 830 933 P.M. 1215 499 1200 798 1200 1292 Daily 1145 511 1200 798 1145 1305 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0165 Description: US-1 S OF 17TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 22 11 12 13 58 | 25 20 18 12 75 | 133 0100 19 8 8 11 46 | 6 9 8 8 31 | 77 0200 7 2 5 8 22 | 8 5 4 4 21 | 43 0300 6 8 5 14 33 | 7 6 9 5 27 | 60 0400 10 11 18 24 63 | 5 12 13 27 57 | 120 0500 22 28 58 55 163 | 23 31 38 43 135 | 298 0600 66 110 135 144 455 | 45 70 69 94 278 | 733 0700 170 229 279 285 963 | 102 139 152 150 543 | 1506 0800 267 249 264 242 1022 | 195 164 184 176 719 | 1741 0900 215 226 245 194 880 | 218 216 216 228 878 | 1758 1000 210 242 222 266 940 | 259 217 244 296 1016 | 1956 1100 205 256 254 260 975 | 303 302 292 299 1196 | 2171 1200 250 234 266 267 1017 | 325 326 279 280 1210 | 2227 1300 255 270 233 254 1012 | 320 327 323 238 1208 | 2220 1400 238 221 267 239 965 | 315 286 300 309 1210 | 2175 1500 242 242 225 243 952 | 268 305 312 332 1217 | 2169 1600 228 200 246 220 894 | 335 381 359 339 1414 | 2308 1700 296 228 237 199 960 | 373 323 285 284 1265 | 2225 1800 206 158 169 157 690 | 225 274 197 215 911 | 1601 1900 142 136 134 117 529 | 178 177 137 143 635 | 1164 2000 102 96 96 77 371 | 143 139 134 125 541 | 912 2100 98 93 77 59 327 | 113 102 91 83 389 | 716 2200 64 67 54 38 223 | 63 60 49 36 208 | 431 2300 37 33 39 23 132 | 59 55 42 15 171 | 303 --------------------------------------------------------------------------------------- 24-Hour Totals: 13692 15355 29047 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1080 845 826 745 1758 P.M. 1230 1058 1615 1452 1615 2414 Daily 730 1080 1615 1452 1615 2414 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0167 Description: 17TH STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 6 7 3 4 20 | 7 9 9 7 32 | 52 0100 2 3 1 2 8 | 4 4 7 3 18 | 26 0200 4 5 5 2 16 | 6 2 5 4 17 | 33 0300 5 4 1 2 12 | 1 7 3 3 14 | 26 0400 2 3 5 2 12 | 1 2 4 10 17 | 29 0500 6 6 3 10 25 | 3 5 15 9 32 | 57 0600 10 14 31 41 96 | 18 18 34 76 146 | 242 0700 81 69 83 86 319 | 70 46 75 94 285 | 604 0800 84 74 106 88 352 | 79 86 101 103 369 | 721 0900 94 89 90 66 339 | 91 86 105 106 388 | 727 1000 123 84 76 102 385 | 91 91 95 121 398 | 783 1100 125 117 104 147 493 | 91 123 110 91 415 | 908 1200 153 137 121 113 524 | 115 111 136 99 461 | 985 1300 112 122 163 113 510 | 125 102 104 143 474 | 984 1400 122 124 120 91 457 | 94 120 104 117 435 | 892 1500 114 131 149 162 556 | 94 107 109 96 406 | 962 1600 148 171 125 108 552 | 107 121 121 90 439 | 991 1700 105 98 123 98 424 | 111 107 109 92 419 | 843 1800 73 83 74 68 298 | 106 79 100 68 353 | 651 1900 50 60 50 52 212 | 55 32 43 50 180 | 392 2000 43 46 58 58 205 | 49 61 47 34 191 | 396 2100 30 21 19 19 89 | 36 30 33 27 126 | 215 2200 14 14 16 3 47 | 38 19 29 14 100 | 147 2300 12 11 8 9 40 | 18 10 6 11 45 | 85 --------------------------------------------------------------------------------------- 24-Hour Totals: 5991 5760 11751 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 377 845 385 830 758 P.M. 1530 630 1300 474 1530 1063 Daily 1530 630 1300 474 1530 1063 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0171 Description: US-1 N OF OSLO RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 20 19 15 74 | 23 29 28 19 99 | 173 0100 12 5 8 15 40 | 16 8 15 11 50 | 90 0200 8 4 10 10 32 | 12 9 10 9 40 | 72 0300 7 13 14 10 44 | 5 5 10 5 25 | 69 0400 16 23 32 43 114 | 3 20 20 16 59 | 173 0500 36 46 81 100 263 | 39 36 54 71 200 | 463 0600 116 174 271 294 855 | 75 89 139 155 458 | 1313 0700 366 440 546 460 1812 | 159 248 230 200 837 | 2649 0800 433 425 424 389 1671 | 214 223 236 216 889 | 2560 0900 285 294 333 298 1210 | 227 207 216 228 878 | 2088 1000 291 266 319 288 1164 | 248 260 262 276 1046 | 2210 1100 284 305 273 259 1121 | 291 289 275 278 1133 | 2254 1200 258 302 310 293 1163 | 323 340 287 297 1247 | 2410 1300 302 277 300 275 1154 | 306 309 292 259 1166 | 2320 1400 267 284 274 337 1162 | 322 329 299 301 1251 | 2413 1500 278 283 359 314 1234 | 353 338 368 425 1484 | 2718 1600 283 284 293 324 1184 | 414 408 432 389 1643 | 2827 1700 333 312 301 283 1229 | 460 505 416 351 1732 | 2961 1800 261 208 199 179 847 | 331 288 258 219 1096 | 1943 1900 184 177 122 123 606 | 220 211 191 174 796 | 1402 2000 106 120 105 93 424 | 152 165 152 150 619 | 1043 2100 79 88 68 89 324 | 145 155 121 101 522 | 846 2200 71 52 71 50 244 | 87 86 62 65 300 | 544 2300 43 29 31 24 127 | 81 59 46 35 221 | 348 --------------------------------------------------------------------------------------- 24-Hour Totals: 18098 17791 35889 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 1879 815 902 715 2771 P.M. 1645 1270 1630 1786 1630 3048 Daily 715 1879 1630 1786 1630 3048 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0173 Description: OSLO RD E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 3 2 0 1 6 | 3 3 3 3 12 | 18 0100 0 0 0 0 0 | 1 1 2 3 7 | 7 0200 0 1 0 0 1 | 1 2 2 0 5 | 6 0300 0 0 0 3 3 | 1 2 1 2 6 | 9 0400 1 0 1 6 8 | 1 2 3 6 12 | 20 0500 1 1 3 4 9 | 3 0 10 10 23 | 32 0600 3 3 4 7 17 | 9 7 6 10 32 | 49 0700 14 16 19 18 67 | 20 17 16 25 78 | 145 0800 19 19 26 33 97 | 24 29 18 28 99 | 196 0900 23 20 17 20 80 | 24 24 32 29 109 | 189 1000 15 22 13 23 73 | 24 34 34 38 130 | 203 1100 22 28 31 26 107 | 46 40 52 61 199 | 306 1200 37 38 36 42 153 | 51 94 80 73 298 | 451 1300 30 41 26 25 122 | 73 73 58 66 270 | 392 1400 31 28 28 31 118 | 52 61 41 48 202 | 320 1500 30 27 33 31 121 | 72 51 68 48 239 | 360 1600 31 34 37 40 142 | 52 66 73 70 261 | 403 1700 34 34 35 44 147 | 108 70 69 73 320 | 467 1800 27 28 38 26 119 | 81 76 70 54 281 | 400 1900 25 17 26 20 88 | 65 66 48 45 224 | 312 2000 15 17 25 15 72 | 42 38 38 40 158 | 230 2100 14 10 6 10 40 | 34 21 24 23 102 | 142 2200 3 6 3 9 21 | 23 14 15 10 62 | 83 2300 4 2 0 1 7 | 17 12 6 4 39 | 46 --------------------------------------------------------------------------------------- 24-Hour Totals: 1618 3168 4786 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 102 845 108 845 201 P.M. 1200 153 1630 321 1700 467 Daily 1200 153 1630 321 1700 467 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0175 Description: US-1 S OF OSLO RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 16 15 13 64 | 27 31 25 18 101 | 165 0100 14 6 9 11 40 | 15 9 14 13 51 | 91 0200 9 8 11 8 36 | 10 6 9 12 37 | 73 0300 8 10 15 8 41 | 7 7 9 10 33 | 74 0400 14 25 31 49 119 | 4 22 20 20 66 | 185 0500 27 38 72 106 243 | 42 34 75 99 250 | 493 0600 105 166 260 271 802 | 92 120 149 156 517 | 1319 0700 329 379 474 405 1587 | 153 255 264 213 885 | 2472 0800 345 356 333 334 1368 | 218 215 202 196 831 | 2199 0900 246 270 294 263 1073 | 222 191 223 219 855 | 1928 1000 254 255 294 252 1055 | 217 242 230 248 937 | 1992 1100 259 262 230 222 973 | 255 251 257 252 1015 | 1988 1200 233 276 265 312 1086 | 266 266 254 246 1032 | 2118 1300 245 264 294 236 1039 | 292 260 249 243 1044 | 2083 1400 239 244 265 310 1058 | 277 305 232 263 1077 | 2135 1500 264 253 310 300 1127 | 296 284 328 366 1274 | 2401 1600 262 287 294 355 1198 | 331 365 401 345 1442 | 2640 1700 283 311 280 218 1092 | 410 452 371 278 1511 | 2603 1800 244 183 181 163 771 | 361 250 240 184 1035 | 1806 1900 156 142 138 110 546 | 202 173 146 162 683 | 1229 2000 108 114 95 86 403 | 127 144 123 122 516 | 919 2100 71 80 53 92 296 | 122 121 100 70 413 | 709 2200 61 50 56 36 203 | 86 79 49 49 263 | 466 2300 33 26 25 25 109 | 63 62 41 26 192 | 301 --------------------------------------------------------------------------------------- 24-Hour Totals: 16329 16060 32389 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 1603 715 950 715 2553 P.M. 1630 1243 1630 1608 1630 2851 Daily 715 1603 1630 1608 1630 2851 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0177 Description: OSLO RD W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 10 3 7 1 21 | 7 7 5 8 27 | 48 0100 5 0 4 2 11 | 5 2 7 1 15 | 26 0200 0 1 2 0 3 | 4 7 3 1 15 | 18 0300 6 2 5 10 23 | 3 1 2 2 8 | 31 0400 5 7 5 21 38 | 2 4 6 16 28 | 66 0500 10 18 39 47 114 | 6 5 11 15 37 | 151 0600 50 64 97 114 325 | 22 43 62 63 190 | 515 0700 105 181 203 193 682 | 76 67 94 78 315 | 997 0800 183 178 182 169 712 | 101 80 105 97 383 | 1095 0900 130 105 138 123 496 | 81 84 98 101 364 | 860 1000 124 142 155 127 548 | 95 111 104 128 438 | 986 1100 108 130 121 114 473 | 110 122 124 121 477 | 950 1200 125 129 138 133 525 | 119 134 131 147 531 | 1056 1300 113 120 131 108 472 | 130 140 129 124 523 | 995 1400 130 120 122 125 497 | 129 131 148 136 544 | 1041 1500 123 152 133 143 551 | 196 170 185 165 716 | 1267 1600 127 138 138 139 542 | 181 178 199 178 736 | 1278 1700 158 152 124 143 577 | 202 203 212 152 769 | 1346 1800 127 106 108 76 417 | 135 135 127 103 500 | 917 1900 85 74 57 63 279 | 121 101 102 86 410 | 689 2000 47 48 53 47 195 | 103 77 77 89 346 | 541 2100 48 37 37 21 143 | 69 72 53 59 253 | 396 2200 34 23 17 29 103 | 59 47 35 34 175 | 278 2300 16 14 5 3 38 | 33 23 18 11 85 | 123 --------------------------------------------------------------------------------------- 24-Hour Totals: 7785 7885 15670 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 760 800 383 730 1110 P.M. 1630 587 1645 795 1630 1369 Daily 715 760 1645 795 1630 1369 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1001 Description: US-1 N OF ROSELAND RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 12 15 15 62 | 18 9 11 12 50 | 112 0100 12 4 9 2 27 | 6 7 6 3 22 | 49 0200 4 3 3 3 13 | 9 7 5 5 26 | 39 0300 8 3 8 5 24 | 10 8 9 6 33 | 57 0400 7 18 9 12 46 | 10 5 26 33 74 | 120 0500 14 32 40 41 127 | 14 26 43 47 130 | 257 0600 79 90 132 132 433 | 63 105 157 149 474 | 907 0700 153 197 182 172 704 | 192 204 305 270 971 | 1675 0800 211 216 191 200 818 | 220 232 235 244 931 | 1749 0900 223 197 218 251 889 | 277 287 216 273 1053 | 1942 1000 221 244 246 280 991 | 295 262 274 274 1105 | 2096 1100 259 246 240 259 1004 | 281 269 249 276 1075 | 2079 1200 247 246 254 239 986 | 291 250 231 283 1055 | 2041 1300 260 274 251 241 1026 | 286 259 292 255 1092 | 2118 1400 281 283 263 286 1113 | 245 246 262 284 1037 | 2150 1500 251 272 269 276 1068 | 275 234 240 239 988 | 2056 1600 283 267 298 317 1165 | 258 228 279 245 1010 | 2175 1700 294 281 299 231 1105 | 268 270 211 220 969 | 2074 1800 228 209 177 171 785 | 213 188 151 171 723 | 1508 1900 145 119 139 104 507 | 119 129 112 108 468 | 975 2000 117 108 86 71 382 | 103 75 83 78 339 | 721 2100 68 63 63 42 236 | 69 51 50 48 218 | 454 2200 52 43 43 29 167 | 49 33 31 28 141 | 308 2300 26 26 17 20 89 | 35 28 15 15 93 | 182 --------------------------------------------------------------------------------------- 24-Hour Totals: 13767 14077 27844 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 838 830 1043 845 1862 P.M. 1645 1191 1245 1120 1630 2252 Daily 1645 1191 1245 1120 1630 2252 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1003 Description: ROSELAND RD E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 1 2 3 7 | 9 3 1 3 16 | 23 0100 1 0 0 1 2 | 4 1 0 0 5 | 7 0200 2 1 0 1 4 | 1 0 0 1 2 | 6 0300 0 0 0 0 0 | 0 0 0 0 0 | 0 0400 0 0 1 1 2 | 0 1 2 0 3 | 5 0500 0 0 1 6 7 | 0 0 6 1 7 | 14 0600 2 2 2 5 11 | 2 8 8 6 24 | 35 0700 6 2 6 12 26 | 10 4 5 9 28 | 54 0800 11 9 20 23 63 | 8 10 10 15 43 | 106 0900 21 20 15 29 85 | 13 17 20 16 66 | 151 1000 25 28 31 30 114 | 12 29 24 26 91 | 205 1100 37 40 32 60 169 | 29 29 31 42 131 | 300 1200 49 49 46 39 183 | 33 54 42 73 202 | 385 1300 40 44 32 43 159 | 66 51 61 46 224 | 383 1400 43 38 33 33 147 | 49 42 55 41 187 | 334 1500 39 30 26 37 132 | 26 34 57 46 163 | 295 1600 39 35 33 32 139 | 51 45 59 39 194 | 333 1700 34 39 35 44 152 | 52 36 40 44 172 | 324 1800 47 36 30 24 137 | 29 30 43 30 132 | 269 1900 22 20 18 21 81 | 29 25 12 27 93 | 174 2000 13 15 18 8 54 | 14 17 28 15 74 | 128 2100 14 4 2 4 24 | 12 12 9 6 39 | 63 2200 11 7 7 1 26 | 4 11 10 5 30 | 56 2300 5 4 6 1 16 | 1 4 8 2 15 | 31 --------------------------------------------------------------------------------------- 24-Hour Totals: 1740 1941 3681 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 84 845 65 845 144 P.M. 1200 183 1245 251 1215 409 Daily 1145 204 1245 251 1215 409 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1005 Description: US-1 S OF ROSELAND RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 14 9 14 11 48 | 16 7 9 13 45 | 93 0100 11 6 8 4 29 | 6 4 7 5 22 | 51 0200 6 2 2 5 15 | 5 7 6 7 25 | 40 0300 5 2 11 4 22 | 9 12 11 8 40 | 62 0400 7 11 4 13 35 | 11 5 21 34 71 | 106 0500 11 24 27 33 95 | 13 27 45 54 139 | 234 0600 54 63 98 105 320 | 56 99 151 159 465 | 785 0700 127 133 123 133 516 | 184 234 284 270 972 | 1488 0800 147 175 168 180 670 | 218 226 227 231 902 | 1572 0900 194 178 202 196 770 | 257 262 236 252 1007 | 1777 1000 198 198 221 224 841 | 304 245 289 249 1087 | 1928 1100 245 263 224 261 993 | 293 238 241 248 1020 | 2013 1200 236 232 251 211 930 | 305 219 236 271 1031 | 1961 1300 239 228 232 233 932 | 288 234 296 243 1061 | 1993 1400 277 258 246 267 1048 | 254 266 234 265 1019 | 2067 1500 233 250 252 274 1009 | 262 216 230 225 933 | 1942 1600 313 236 294 293 1136 | 232 193 232 213 870 | 2006 1700 298 274 275 244 1091 | 224 226 206 196 852 | 1943 1800 211 183 142 143 679 | 186 171 147 141 645 | 1324 1900 100 103 113 78 394 | 128 114 106 103 451 | 845 2000 92 93 82 61 328 | 103 68 86 67 324 | 652 2100 81 67 42 44 234 | 75 54 47 47 223 | 457 2200 44 44 40 26 154 | 44 24 30 25 123 | 277 2300 25 28 19 15 87 | 24 23 11 13 71 | 158 --------------------------------------------------------------------------------------- 24-Hour Totals: 12376 13398 25774 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 754 715 1006 845 1740 P.M. 1630 1159 1245 1089 1400 2067 Daily 1630 1159 945 1090 1400 2067 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1007 Description: ROSELAND RD W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 3 3 5 6 17 | 7 4 6 2 19 | 36 0100 3 1 2 2 8 | 6 6 1 2 15 | 23 0200 0 2 1 0 3 | 5 2 0 1 8 | 11 0300 1 3 2 3 9 | 1 0 4 2 7 | 16 0400 3 4 5 7 19 | 1 3 4 7 15 | 34 0500 2 10 19 25 56 | 2 6 7 11 26 | 82 0600 28 42 53 57 180 | 12 24 28 31 95 | 275 0700 66 105 110 111 392 | 40 33 41 52 166 | 558 0800 102 112 100 118 432 | 39 53 62 68 222 | 654 0900 117 120 125 138 500 | 76 86 82 78 322 | 822 1000 131 139 138 146 554 | 57 85 83 98 323 | 877 1100 131 119 122 139 511 | 80 96 92 93 361 | 872 1200 146 111 158 126 541 | 102 102 96 83 383 | 924 1300 144 156 128 149 577 | 85 92 89 96 362 | 939 1400 162 150 123 131 566 | 100 97 99 90 386 | 952 1500 128 131 144 124 527 | 81 101 108 90 380 | 907 1600 123 123 103 146 495 | 123 103 136 107 469 | 964 1700 109 112 123 104 448 | 105 101 96 89 391 | 839 1800 94 101 89 67 351 | 82 81 68 76 307 | 658 1900 89 62 62 52 265 | 48 65 47 49 209 | 474 2000 59 48 36 24 167 | 50 43 58 41 192 | 359 2100 28 24 24 16 92 | 36 36 19 19 110 | 202 2200 19 8 10 8 45 | 22 24 15 11 72 | 117 2300 7 6 3 3 19 | 14 16 10 8 48 | 67 --------------------------------------------------------------------------------------- 24-Hour Totals: 6774 4888 11662 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 480 845 312 845 792 P.M. 1315 595 1600 469 1345 976 Daily 1315 595 1600 469 1345 976 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1011 Description: US-1 N OF GLENDALE RD/8TH STREET Start Date: 09/06/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 16 10 12 53 | 37 14 18 22 91 | 144 0100 7 6 9 5 27 | 14 15 7 9 45 | 72 0200 3 4 8 8 23 | 14 16 5 7 42 | 65 0300 8 5 13 14 40 | 7 9 8 14 38 | 78 0400 10 10 25 27 72 | 10 7 17 20 54 | 126 0500 37 42 43 58 180 | 20 27 35 33 115 | 295 0600 58 102 154 139 453 | 42 54 70 66 232 | 685 0700 139 236 255 305 935 | 89 82 102 115 388 | 1323 0800 243 264 233 244 984 | 128 121 149 146 544 | 1528 0900 166 167 191 220 744 | 137 140 155 137 569 | 1313 1000 159 204 215 218 796 | 156 194 168 161 679 | 1475 1100 185 203 216 193 797 | 181 163 166 153 663 | 1460 1200 191 201 194 175 761 | 205 193 188 190 776 | 1537 1300 197 190 147 211 745 | 195 177 189 188 749 | 1494 1400 192 202 187 168 749 | 181 204 190 189 764 | 1513 1500 173 179 225 186 763 | 201 210 195 209 815 | 1578 1600 168 180 173 192 713 | 223 253 244 232 952 | 1665 1700 198 186 179 166 729 | 242 263 233 194 932 | 1661 1800 152 134 168 124 578 | 178 172 157 130 637 | 1215 1900 120 129 94 107 450 | 144 179 139 147 609 | 1059 2000 93 77 84 71 325 | 111 121 135 125 492 | 817 2100 75 62 62 61 260 | 109 95 74 84 362 | 622 2200 43 39 49 51 182 | 76 63 48 55 242 | 424 2300 31 25 30 23 109 | 45 43 35 25 148 | 257 --------------------------------------------------------------------------------------- 24-Hour Totals: 11468 10938 22406 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1067 845 578 745 1558 P.M. 1345 792 1630 981 1630 1730 Daily 730 1067 1630 981 1630 1730 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1013 Description: 8TH STREET E OF US-1 Start Date: 09/06/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 6 4 5 0 15 | 7 5 4 3 19 | 34 0100 2 3 1 1 7 | 3 4 5 2 14 | 21 0200 1 1 1 1 4 | 0 2 1 5 8 | 12 0300 0 2 2 0 4 | 3 1 2 3 9 | 13 0400 2 0 1 3 6 | 4 2 3 3 12 | 18 0500 2 6 5 8 21 | 5 4 8 7 24 | 45 0600 9 11 14 21 55 | 11 20 34 40 105 | 160 0700 25 53 53 56 187 | 32 45 48 58 183 | 370 0800 58 46 48 55 207 | 59 59 52 55 225 | 432 0900 38 43 37 40 158 | 49 46 38 52 185 | 343 1000 37 30 48 42 157 | 43 56 62 61 222 | 379 1100 38 39 30 36 143 | 59 60 58 59 236 | 379 1200 37 37 32 44 150 | 80 73 80 70 303 | 453 1300 38 26 39 38 141 | 59 67 60 57 243 | 384 1400 36 39 29 43 147 | 74 58 54 86 272 | 419 1500 46 36 40 51 173 | 73 73 78 76 300 | 473 1600 44 51 36 45 176 | 90 84 83 94 351 | 527 1700 56 43 52 35 186 | 104 101 100 91 396 | 582 1800 42 39 41 22 144 | 69 63 50 51 233 | 377 1900 35 19 17 27 98 | 45 52 35 45 177 | 275 2000 29 22 26 25 102 | 37 33 43 26 139 | 241 2100 23 16 17 6 62 | 26 26 20 22 94 | 156 2200 12 12 12 7 43 | 11 19 9 14 53 | 96 2300 4 9 5 6 24 | 6 3 17 8 34 | 58 --------------------------------------------------------------------------------------- 24-Hour Totals: 2410 3837 6247 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 220 745 228 730 437 P.M. 1645 196 1645 399 1645 595 Daily 715 220 1645 399 1645 595 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1015 Description: US-1 S OF GLENDALE RD / 8TH STREET Start Date: 09/06/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 13 16 9 8 46 | 26 15 24 20 85 | 131 0100 8 10 5 8 31 | 14 18 11 18 61 | 92 0200 3 3 7 5 18 | 13 16 7 8 44 | 62 0300 10 6 10 16 42 | 11 6 7 12 36 | 78 0400 10 11 25 25 71 | 10 8 16 24 58 | 129 0500 30 40 35 58 163 | 31 37 44 33 145 | 308 0600 67 92 155 165 479 | 43 55 95 83 276 | 755 0700 164 219 282 288 953 | 105 103 120 120 448 | 1401 0800 245 270 226 243 984 | 131 129 174 155 589 | 1573 0900 175 160 200 213 748 | 153 152 165 168 638 | 1386 1000 188 199 196 210 793 | 149 215 177 187 728 | 1521 1100 170 203 203 199 775 | 201 173 193 161 728 | 1503 1200 196 190 208 157 751 | 219 213 246 229 907 | 1658 1300 204 165 147 198 714 | 197 213 222 214 846 | 1560 1400 190 194 173 185 742 | 212 232 208 191 843 | 1585 1500 165 175 219 179 738 | 268 261 234 245 1008 | 1746 1600 182 180 200 210 772 | 261 291 294 272 1118 | 1890 1700 185 187 197 187 756 | 311 341 296 218 1166 | 1922 1800 142 144 159 138 583 | 202 210 193 153 758 | 1341 1900 129 124 83 115 451 | 157 207 150 145 659 | 1110 2000 89 71 73 66 299 | 126 129 133 111 499 | 798 2100 60 60 72 52 244 | 120 105 65 77 367 | 611 2200 41 36 50 37 164 | 72 60 42 56 230 | 394 2300 27 25 24 19 95 | 40 36 37 25 138 | 233 --------------------------------------------------------------------------------------- 24-Hour Totals: 11412 12375 23787 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1085 830 634 730 1585 P.M. 1630 782 1645 1220 1630 2000 Daily 730 1085 1645 1220 1630 2000 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1017 Description: GLENDALE RD W OF US-1 Start Date: 09/06/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 5 2 8 4 19 | 10 7 4 4 25 | 44 0100 3 6 2 2 13 | 3 9 3 4 19 | 32 0200 4 2 2 6 14 | 3 3 0 3 9 | 23 0300 0 2 2 2 6 | 1 6 1 6 14 | 20 0400 4 0 4 9 17 | 4 2 5 4 15 | 32 0500 11 20 17 14 62 | 4 9 7 13 33 | 95 0600 9 24 44 37 114 | 11 19 30 43 103 | 217 0700 49 87 101 95 332 | 44 43 71 80 238 | 570 0800 126 108 93 88 415 | 80 69 79 61 289 | 704 0900 78 67 75 75 295 | 63 72 58 63 256 | 551 1000 61 83 98 100 342 | 69 81 86 65 301 | 643 1100 76 81 78 84 319 | 78 80 82 93 333 | 652 1200 70 76 74 90 310 | 112 87 75 86 360 | 670 1300 88 70 88 66 312 | 94 82 99 85 360 | 672 1400 74 71 87 72 304 | 103 68 84 97 352 | 656 1500 88 75 92 100 355 | 106 101 83 110 400 | 755 1600 77 73 69 83 302 | 104 101 108 104 417 | 719 1700 74 73 81 57 285 | 119 95 123 112 449 | 734 1800 78 73 74 42 267 | 75 75 79 63 292 | 559 1900 47 39 40 40 166 | 64 60 57 64 245 | 411 2000 29 30 26 31 116 | 44 45 43 47 179 | 295 2100 25 19 19 17 80 | 37 38 37 21 133 | 213 2200 4 12 13 7 36 | 16 22 22 11 71 | 107 2300 3 5 3 7 18 | 8 8 10 4 30 | 48 --------------------------------------------------------------------------------------- 24-Hour Totals: 4499 4923 9422 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 430 745 308 730 730 P.M. 1500 355 1700 449 1500 755 Daily 730 430 1700 449 1500 755 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2001 Description: US-1 N OF JACKSON ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 14 11 9 7 41 | 16 7 8 9 40 | 81 0100 9 5 7 1 22 | 10 2 8 7 27 | 49 0200 3 1 3 4 11 | 3 4 8 4 19 | 30 0300 5 4 9 3 21 | 2 9 11 3 25 | 46 0400 7 11 7 18 43 | 8 2 15 24 49 | 92 0500 13 26 35 39 113 | 15 22 41 46 124 | 237 0600 60 78 117 131 386 | 53 89 116 121 379 | 765 0700 141 178 160 179 658 | 158 190 282 211 841 | 1499 0800 239 212 226 223 900 | 192 162 215 179 748 | 1648 0900 206 222 247 214 889 | 226 219 239 251 935 | 1824 1000 218 265 234 252 969 | 221 261 241 255 978 | 1947 1100 272 243 220 282 1017 | 260 257 223 322 1062 | 2079 1200 247 237 251 259 994 | 266 228 231 304 1029 | 2023 1300 272 265 234 264 1035 | 276 273 264 267 1080 | 2115 1400 310 283 265 246 1104 | 238 280 241 284 1043 | 2147 1500 233 256 266 290 1045 | 283 246 237 248 1014 | 2059 1600 261 260 272 292 1085 | 261 219 243 248 971 | 2056 1700 252 287 249 247 1035 | 265 271 205 190 931 | 1966 1800 196 183 150 145 674 | 190 177 151 142 660 | 1334 1900 127 121 119 87 454 | 147 133 125 97 502 | 956 2000 86 93 96 77 352 | 113 72 104 99 388 | 740 2100 71 64 44 43 222 | 80 77 60 53 270 | 492 2200 37 52 29 17 135 | 49 44 30 25 148 | 283 2300 17 22 10 18 67 | 39 22 12 12 85 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 13272 13348 26620 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 900 715 875 845 1761 P.M. 1345 1122 1245 1117 1345 2148 Daily 1345 1122 1245 1117 1345 2148 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2001 Description: US-1 N OF JACKSON ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 14 11 9 7 41 | 16 7 8 9 40 | 81 0100 9 5 7 1 22 | 10 2 8 7 27 | 49 0200 3 1 3 4 11 | 3 4 8 4 19 | 30 0300 5 4 9 3 21 | 2 9 11 3 25 | 46 0400 7 11 7 18 43 | 8 2 15 24 49 | 92 0500 13 26 35 39 113 | 15 22 41 46 124 | 237 0600 60 78 117 131 386 | 53 89 116 121 379 | 765 0700 141 178 160 179 658 | 158 190 282 211 841 | 1499 0800 239 212 226 223 900 | 192 162 215 179 748 | 1648 0900 206 222 247 214 889 | 226 219 239 251 935 | 1824 1000 218 265 234 252 969 | 221 261 241 255 978 | 1947 1100 272 243 220 282 1017 | 260 257 223 322 1062 | 2079 1200 247 237 251 259 994 | 266 228 231 304 1029 | 2023 1300 272 265 234 264 1035 | 276 273 264 267 1080 | 2115 1400 310 283 265 246 1104 | 238 280 241 284 1043 | 2147 1500 233 256 266 290 1045 | 283 246 237 248 1014 | 2059 1600 261 260 272 292 1085 | 261 219 243 248 971 | 2056 1700 252 287 249 247 1035 | 265 271 205 190 931 | 1966 1800 196 183 150 145 674 | 190 177 151 142 660 | 1334 1900 127 121 119 87 454 | 147 133 125 97 502 | 956 2000 86 93 96 77 352 | 113 72 104 99 388 | 740 2100 71 64 44 43 222 | 80 77 60 53 270 | 492 2200 37 52 29 17 135 | 49 44 30 25 148 | 283 2300 17 22 10 18 67 | 39 22 12 12 85 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 13272 13348 26620 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 900 715 875 845 1761 P.M. 1345 1122 1245 1117 1345 2148 Daily 1345 1122 1245 1117 1345 2148 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2003 Description: JACKSON ST E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 0 0 0 1 | 0 0 0 0 0 | 1 0100 1 0 0 0 1 | 1 0 0 0 1 | 2 0200 0 0 1 0 1 | 0 0 0 0 0 | 1 0300 0 0 0 0 0 | 0 0 0 0 0 | 0 0400 0 0 0 0 0 | 0 2 0 0 2 | 2 0500 1 0 1 0 2 | 1 0 1 3 5 | 7 0600 2 1 5 5 13 | 1 2 2 8 13 | 26 0700 4 6 12 12 34 | 2 8 8 15 33 | 67 0800 11 8 2 18 39 | 17 8 5 10 40 | 79 0900 14 11 14 15 54 | 8 14 17 7 46 | 100 1000 17 8 11 12 48 | 24 15 15 10 64 | 112 1100 14 19 15 37 85 | 19 11 11 23 64 | 149 1200 13 11 12 17 53 | 24 16 24 17 81 | 134 1300 10 23 14 15 62 | 16 21 9 10 56 | 118 1400 17 18 13 10 58 | 10 14 24 8 56 | 114 1500 16 14 22 24 76 | 14 18 24 8 64 | 140 1600 5 12 9 29 55 | 17 11 14 10 52 | 107 1700 11 15 13 16 55 | 13 15 9 19 56 | 111 1800 15 11 15 9 50 | 15 7 11 9 42 | 92 1900 6 7 8 4 25 | 8 5 7 12 32 | 57 2000 9 2 2 3 16 | 7 10 9 6 32 | 48 2100 9 3 3 5 20 | 7 3 4 6 20 | 40 2200 1 2 3 0 6 | 8 6 0 0 14 | 20 2300 1 0 1 2 4 | 2 1 1 1 5 | 9 --------------------------------------------------------------------------------------- 24-Hour Totals: 758 778 1536 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 57 845 49 845 106 P.M. 1500 76 1200 81 1230 140 Daily 1100 85 1145 87 1145 160 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2003 Description: JACKSON ST E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 0 0 0 1 | 0 0 0 0 0 | 1 0100 1 0 0 0 1 | 1 0 0 0 1 | 2 0200 0 0 1 0 1 | 0 0 0 0 0 | 1 0300 0 0 0 0 0 | 0 0 0 0 0 | 0 0400 0 0 0 0 0 | 0 2 0 0 2 | 2 0500 1 0 1 0 2 | 1 0 1 3 5 | 7 0600 2 1 5 5 13 | 1 2 2 8 13 | 26 0700 4 6 12 12 34 | 2 8 8 15 33 | 67 0800 11 8 2 18 39 | 17 8 5 10 40 | 79 0900 14 11 14 15 54 | 8 14 17 7 46 | 100 1000 17 8 11 12 48 | 24 15 15 10 64 | 112 1100 14 19 15 37 85 | 19 11 11 23 64 | 149 1200 13 11 12 17 53 | 24 16 24 17 81 | 134 1300 10 23 14 15 62 | 16 21 9 10 56 | 118 1400 17 18 13 10 58 | 10 14 24 8 56 | 114 1500 16 14 22 24 76 | 14 18 24 8 64 | 140 1600 5 12 9 29 55 | 17 11 14 10 52 | 107 1700 11 15 13 16 55 | 13 15 9 19 56 | 111 1800 15 11 15 9 50 | 15 7 11 9 42 | 92 1900 6 7 8 4 25 | 8 5 7 12 32 | 57 2000 9 2 2 3 16 | 7 10 9 6 32 | 48 2100 9 3 3 5 20 | 7 3 4 6 20 | 40 2200 1 2 3 0 6 | 8 6 0 0 14 | 20 2300 1 0 1 2 4 | 2 1 1 1 5 | 9 --------------------------------------------------------------------------------------- 24-Hour Totals: 758 778 1536 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 57 845 49 845 106 P.M. 1500 76 1200 81 1230 140 Daily 1100 85 1145 87 1145 160 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2005 Description: US-1 S OF JACKSON ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 12 17 9 6 44 | 17 8 8 11 44 | 88 0100 13 5 3 2 23 | 15 2 9 8 34 | 57 0200 5 3 3 3 14 | 3 6 8 4 21 | 35 0300 5 3 7 3 18 | 2 9 10 4 25 | 43 0400 7 10 4 17 38 | 11 4 14 25 54 | 92 0500 13 24 34 36 107 | 15 21 41 49 126 | 233 0600 54 68 115 122 359 | 53 91 113 125 382 | 741 0700 135 165 158 195 653 | 160 195 285 204 844 | 1497 0800 214 232 218 267 931 | 208 173 219 183 783 | 1714 0900 209 217 247 210 883 | 217 241 243 260 961 | 1844 1000 234 258 260 271 1023 | 244 272 247 269 1032 | 2055 1100 309 256 284 297 1146 | 276 254 225 292 1047 | 2193 1200 314 284 291 307 1196 | 277 260 251 323 1111 | 2307 1300 302 263 266 244 1075 | 271 296 288 269 1124 | 2199 1400 289 258 291 217 1055 | 252 300 281 293 1126 | 2181 1500 239 243 307 291 1080 | 268 269 233 263 1033 | 2113 1600 297 279 320 305 1201 | 260 247 262 253 1022 | 2223 1700 295 303 291 264 1153 | 270 286 215 220 991 | 2144 1800 205 185 162 145 697 | 202 193 168 153 716 | 1413 1900 142 101 132 84 459 | 161 140 141 122 564 | 1023 2000 82 105 94 66 347 | 118 92 115 113 438 | 785 2100 66 57 49 55 227 | 88 84 59 65 296 | 523 2200 40 51 29 17 137 | 53 50 32 28 163 | 300 2300 17 17 13 19 66 | 40 23 19 11 93 | 159 --------------------------------------------------------------------------------------- 24-Hour Totals: 13932 14030 27962 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 940 715 892 845 1824 P.M. 1630 1223 1245 1178 1245 2316 Daily 1630 1223 1245 1178 1245 2316 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2005 Description: US-1 S OF JACKSON ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 12 17 9 6 44 | 17 8 8 11 44 | 88 0100 13 5 3 2 23 | 15 2 9 8 34 | 57 0200 5 3 3 3 14 | 3 6 8 4 21 | 35 0300 5 3 7 3 18 | 2 9 10 4 25 | 43 0400 7 10 4 17 38 | 11 4 14 25 54 | 92 0500 13 24 34 36 107 | 15 21 41 49 126 | 233 0600 54 68 115 122 359 | 53 91 113 125 382 | 741 0700 135 165 158 195 653 | 160 195 285 204 844 | 1497 0800 214 232 218 267 931 | 208 173 219 183 783 | 1714 0900 209 217 247 210 883 | 217 241 243 260 961 | 1844 1000 234 258 260 271 1023 | 244 272 247 269 1032 | 2055 1100 309 256 284 297 1146 | 276 254 225 292 1047 | 2193 1200 314 284 291 307 1196 | 277 260 251 323 1111 | 2307 1300 302 263 266 244 1075 | 271 296 288 269 1124 | 2199 1400 289 258 291 217 1055 | 252 300 281 293 1126 | 2181 1500 239 243 307 291 1080 | 268 269 233 263 1033 | 2113 1600 297 279 320 305 1201 | 260 247 262 253 1022 | 2223 1700 295 303 291 264 1153 | 270 286 215 220 991 | 2144 1800 205 185 162 145 697 | 202 193 168 153 716 | 1413 1900 142 101 132 84 459 | 161 140 141 122 564 | 1023 2000 82 105 94 66 347 | 118 92 115 113 438 | 785 2100 66 57 49 55 227 | 88 84 59 65 296 | 523 2200 40 51 29 17 137 | 53 50 32 28 163 | 300 2300 17 17 13 19 66 | 40 23 19 11 93 | 159 --------------------------------------------------------------------------------------- 24-Hour Totals: 13932 14030 27962 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 940 715 892 845 1824 P.M. 1630 1223 1245 1178 1245 2316 Daily 1630 1223 1245 1178 1245 2316 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2007 Description: JACKSON ST W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 3 2 0 1 6 | 2 6 2 0 10 | 16 0100 3 0 6 1 10 | 4 1 2 1 8 | 18 0200 1 2 0 0 3 | 3 2 1 0 6 | 9 0300 0 0 0 0 0 | 1 1 1 0 3 | 3 0400 2 2 0 0 4 | 1 1 0 1 3 | 7 0500 0 0 0 2 2 | 3 4 5 6 18 | 20 0600 2 2 5 3 12 | 4 6 13 16 39 | 51 0700 10 4 11 9 34 | 9 13 8 18 48 | 82 0800 17 16 14 18 65 | 20 23 17 25 85 | 150 0900 19 31 38 35 123 | 26 36 36 39 137 | 260 1000 43 47 33 56 179 | 37 45 43 45 170 | 349 1100 57 38 54 72 221 | 47 44 63 54 208 | 429 1200 68 55 72 59 254 | 64 58 56 56 234 | 488 1300 57 60 60 63 240 | 56 49 59 47 211 | 451 1400 61 71 42 54 228 | 45 44 46 30 165 | 393 1500 45 42 63 54 204 | 58 39 65 38 200 | 404 1600 46 54 46 46 192 | 45 45 39 46 175 | 367 1700 38 62 35 50 185 | 56 45 55 38 194 | 379 1800 42 38 38 35 153 | 41 41 37 31 150 | 303 1900 32 26 26 29 113 | 42 14 32 23 111 | 224 2000 20 23 14 22 79 | 14 26 28 20 88 | 167 2100 17 9 6 12 44 | 11 12 16 17 56 | 100 2200 4 5 6 2 17 | 13 12 7 1 33 | 50 2300 2 2 4 1 9 | 3 1 2 3 9 | 18 --------------------------------------------------------------------------------------- 24-Hour Totals: 2377 2361 4738 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 106 845 123 845 229 P.M. 1330 255 1200 234 1200 488 Daily 1145 267 1130 239 1145 499 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2007 Description: JACKSON ST W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 3 2 0 1 6 | 2 6 2 0 10 | 16 0100 3 0 6 1 10 | 4 1 2 1 8 | 18 0200 1 2 0 0 3 | 3 2 1 0 6 | 9 0300 0 0 0 0 0 | 1 1 1 0 3 | 3 0400 2 2 0 0 4 | 1 1 0 1 3 | 7 0500 0 0 0 2 2 | 3 4 5 6 18 | 20 0600 2 2 5 3 12 | 4 6 13 16 39 | 51 0700 10 4 11 9 34 | 9 13 8 18 48 | 82 0800 17 16 14 18 65 | 20 23 17 25 85 | 150 0900 19 31 38 35 123 | 26 36 36 39 137 | 260 1000 43 47 33 56 179 | 37 45 43 45 170 | 349 1100 57 38 54 72 221 | 47 44 63 54 208 | 429 1200 68 55 72 59 254 | 64 58 56 56 234 | 488 1300 57 60 60 63 240 | 56 49 59 47 211 | 451 1400 61 71 42 54 228 | 45 44 46 30 165 | 393 1500 45 42 63 54 204 | 58 39 65 38 200 | 404 1600 46 54 46 46 192 | 45 45 39 46 175 | 367 1700 38 62 35 50 185 | 56 45 55 38 194 | 379 1800 42 38 38 35 153 | 41 41 37 31 150 | 303 1900 32 26 26 29 113 | 42 14 32 23 111 | 224 2000 20 23 14 22 79 | 14 26 28 20 88 | 167 2100 17 9 6 12 44 | 11 12 16 17 56 | 100 2200 4 5 6 2 17 | 13 12 7 1 33 | 50 2300 2 2 4 1 9 | 3 1 2 3 9 | 18 --------------------------------------------------------------------------------------- 24-Hour Totals: 2377 2361 4738 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 106 845 123 845 229 P.M. 1330 255 1200 234 1200 488 Daily 1145 267 1130 239 1145 499 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3001 Description: US-1 N OF MAIN ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 12 17 10 8 47 | 19 7 9 11 46 | 93 0100 11 5 0 2 18 | 10 4 9 10 33 | 51 0200 7 3 4 5 19 | 1 8 9 4 22 | 41 0300 6 5 6 4 21 | 2 9 11 4 26 | 47 0400 9 12 8 20 49 | 11 5 12 21 49 | 98 0500 14 31 36 51 132 | 20 21 40 44 125 | 257 0600 54 81 119 146 400 | 49 89 115 116 369 | 769 0700 143 162 167 211 683 | 168 185 279 219 851 | 1534 0800 221 228 242 284 975 | 195 170 199 198 762 | 1737 0900 253 227 272 252 1004 | 210 197 250 258 915 | 1919 1000 248 292 270 275 1085 | 263 264 266 247 1040 | 2125 1100 283 273 285 278 1119 | 279 268 273 283 1103 | 2222 1200 279 285 280 306 1150 | 296 272 258 308 1134 | 2284 1300 266 300 278 272 1116 | 290 303 283 256 1132 | 2248 1400 305 276 266 253 1100 | 262 276 304 304 1146 | 2246 1500 237 309 282 312 1140 | 282 286 258 232 1058 | 2198 1600 261 270 300 308 1139 | 290 253 286 251 1080 | 2219 1700 255 312 281 264 1112 | 319 282 240 221 1062 | 2174 1800 195 167 150 155 667 | 219 177 183 159 738 | 1405 1900 123 116 118 83 440 | 175 127 133 137 572 | 1012 2000 91 99 106 68 364 | 112 96 111 116 435 | 799 2100 60 53 54 54 221 | 95 93 57 66 311 | 532 2200 46 40 35 22 143 | 52 51 34 26 163 | 306 2300 14 19 15 17 65 | 42 27 20 11 100 | 165 --------------------------------------------------------------------------------------- 24-Hour Totals: 14209 14272 28481 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 1036 715 878 845 1891 P.M. 1630 1175 1245 1184 1245 2334 Daily 1630 1175 1245 1184 1245 2334 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3003 Description: MAIN ST E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 0 1 1 3 | 5 2 4 1 12 | 15 0100 0 0 0 0 0 | 2 1 2 1 6 | 6 0200 0 0 0 0 0 | 1 1 0 0 2 | 2 0300 0 1 1 1 3 | 0 0 0 0 0 | 3 0400 0 0 0 0 0 | 1 0 0 0 1 | 1 0500 1 3 4 5 13 | 0 1 3 2 6 | 19 0600 4 2 5 12 23 | 1 3 5 4 13 | 36 0700 9 7 8 15 39 | 2 5 8 7 22 | 61 0800 15 8 12 14 49 | 7 29 18 18 72 | 121 0900 14 16 11 18 59 | 28 21 21 26 96 | 155 1000 25 21 23 13 82 | 18 26 36 18 98 | 180 1100 19 21 23 18 81 | 40 44 35 31 150 | 231 1200 35 16 22 26 99 | 31 44 42 41 158 | 257 1300 16 22 18 17 73 | 50 53 53 35 191 | 264 1400 16 20 10 20 66 | 48 33 40 44 165 | 231 1500 20 19 34 26 99 | 41 30 42 50 163 | 262 1600 25 26 17 25 93 | 44 36 36 46 162 | 255 1700 16 19 20 16 71 | 35 43 34 27 139 | 210 1800 25 15 17 6 63 | 37 24 18 29 108 | 171 1900 10 14 7 9 40 | 28 29 26 14 97 | 137 2000 7 8 5 9 29 | 20 19 24 26 89 | 118 2100 9 3 3 4 19 | 20 11 3 14 48 | 67 2200 5 3 1 1 10 | 2 7 13 2 24 | 34 2300 0 1 0 0 1 | 5 1 5 2 13 | 14 --------------------------------------------------------------------------------------- 24-Hour Totals: 1015 1835 2850 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 56 815 93 845 143 P.M. 1530 111 1245 197 1530 283 Daily 1530 111 1245 197 1530 283 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3005 Description: US-1 S OF MAIN ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 9 41 | 18 9 9 7 43 | 84 0100 12 5 0 2 19 | 10 5 10 7 32 | 51 0200 6 2 4 5 17 | 1 7 7 3 18 | 35 0300 3 5 5 3 16 | 1 6 9 6 22 | 38 0400 8 10 10 22 50 | 8 5 11 19 43 | 93 0500 14 31 33 44 122 | 20 24 42 39 125 | 247 0600 46 74 110 119 349 | 45 95 113 124 377 | 726 0700 126 149 154 198 627 | 155 165 267 183 770 | 1397 0800 193 195 221 252 861 | 184 160 163 149 656 | 1517 0900 224 182 223 244 873 | 182 193 197 223 795 | 1668 1000 225 255 220 254 954 | 218 231 233 210 892 | 1846 1100 256 245 268 270 1039 | 241 229 230 217 917 | 1956 1200 240 235 255 276 1006 | 240 223 225 249 937 | 1943 1300 244 285 233 228 990 | 248 246 239 222 955 | 1945 1400 252 241 237 230 960 | 234 232 253 247 966 | 1926 1500 219 291 261 288 1059 | 251 225 213 211 900 | 1959 1600 249 269 265 274 1057 | 247 224 237 241 949 | 2006 1700 232 275 284 245 1036 | 259 261 182 202 904 | 1940 1800 189 144 149 149 631 | 174 174 144 142 634 | 1265 1900 104 103 98 74 379 | 151 103 121 115 490 | 869 2000 91 95 84 57 327 | 95 82 97 111 385 | 712 2100 50 44 51 53 198 | 86 83 57 58 284 | 482 2200 46 43 29 21 139 | 46 48 31 22 147 | 286 2300 14 16 12 15 57 | 38 25 16 9 88 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals: 12807 12329 25136 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 892 715 799 845 1602 P.M. 1515 1089 1630 998 1630 2044 Daily 1515 1089 1630 998 1630 2044 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3007 Description: MAIN ST W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 2 2 3 1 8 | 5 1 5 4 15 | 23 0100 1 0 1 0 2 | 5 0 1 5 11 | 13 0200 1 1 0 0 2 | 1 2 2 0 5 | 7 0300 2 3 5 4 14 | 0 3 2 2 7 | 21 0400 1 3 2 5 11 | 1 2 6 2 11 | 22 0500 5 5 12 17 39 | 3 0 5 7 15 | 54 0600 17 14 32 37 100 | 13 5 12 13 43 | 143 0700 49 54 63 62 228 | 22 24 37 57 140 | 368 0800 85 66 71 81 303 | 42 52 47 57 198 | 501 0900 62 90 85 75 312 | 62 57 62 70 251 | 563 1000 81 85 84 72 322 | 68 78 71 78 295 | 617 1100 80 89 71 67 307 | 81 74 79 112 346 | 653 1200 94 84 87 90 355 | 89 84 78 103 354 | 709 1300 83 92 77 84 336 | 89 110 91 82 372 | 708 1400 73 82 66 74 295 | 81 80 96 102 359 | 654 1500 74 83 83 78 318 | 78 89 85 99 351 | 669 1600 69 69 82 77 297 | 96 95 115 89 395 | 692 1700 63 73 45 67 248 | 88 109 90 92 379 | 627 1800 49 50 31 23 153 | 73 55 56 57 241 | 394 1900 35 31 32 27 125 | 42 62 48 46 198 | 323 2000 17 24 34 21 96 | 32 36 42 41 151 | 247 2100 17 13 9 12 51 | 28 18 15 20 81 | 132 2200 5 2 5 6 18 | 14 9 18 9 50 | 68 2300 2 2 2 2 8 | 12 3 9 3 27 | 35 --------------------------------------------------------------------------------------- 24-Hour Totals: 3948 4295 8243 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 318 845 238 845 556 P.M. 1200 355 1545 405 1245 735 Daily 1200 355 1545 405 1245 735 Generated by SPS 5.0.49P Page 1 County: 88 Station: 4001 Description: US-1 N OF SEBASTIAN BLVD WB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 9 41 | 18 9 9 7 43 | 84 0100 12 5 0 2 19 | 10 5 10 7 32 | 51 0200 6 2 4 5 17 | 1 7 7 3 18 | 35 0300 3 5 5 3 16 | 1 6 9 6 22 | 38 0400 8 10 10 22 50 | 8 5 11 19 43 | 93 0500 14 31 33 44 122 | 20 24 42 39 125 | 247 0600 46 74 110 119 349 | 45 95 113 124 377 | 726 0700 126 149 154 198 627 | 155 165 267 183 770 | 1397 0800 193 195 221 252 861 | 184 160 163 149 656 | 1517 0900 224 182 223 244 873 | 182 193 197 223 795 | 1668 1000 225 255 220 254 954 | 218 231 233 210 892 | 1846 1100 256 245 268 270 1039 | 241 229 230 217 917 | 1956 1200 240 235 255 276 1006 | 240 223 225 249 937 | 1943 1300 244 285 233 228 990 | 248 246 239 222 955 | 1945 1400 252 241 237 230 960 | 234 232 253 247 966 | 1926 1500 219 291 261 288 1059 | 251 225 213 211 900 | 1959 1600 249 269 265 274 1057 | 247 224 237 241 949 | 2006 1700 232 275 284 245 1036 | 259 261 182 202 904 | 1940 1800 189 144 149 149 631 | 174 174 144 142 634 | 1265 1900 104 103 98 74 379 | 151 103 121 115 490 | 869 2000 91 95 84 57 327 | 95 82 97 111 385 | 712 2100 50 44 51 53 198 | 86 83 57 58 284 | 482 2200 46 43 29 21 139 | 46 48 31 22 147 | 286 2300 14 16 12 15 57 | 38 25 16 9 88 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals: 12807 12329 25136 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 892 715 799 845 1602 P.M. 1515 1089 1630 998 1630 2044 Daily 1515 1089 1630 998 1630 2044 Generated by SPS 5.0.49P Page 1 County: 88 Station: 4005 Description: US-1 S OF SEBASTIAN BLVD WB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 17 13 9 54 | 14 10 8 8 40 | 94 0100 16 10 1 3 30 | 6 3 5 5 19 | 49 0200 7 5 7 6 25 | 1 8 6 5 20 | 45 0300 3 13 2 4 22 | 2 6 6 9 23 | 45 0400 10 13 10 22 55 | 8 4 11 19 42 | 97 0500 27 37 39 51 154 | 23 23 37 40 123 | 277 0600 62 107 143 146 458 | 43 78 106 107 334 | 792 0700 185 182 224 280 871 | 130 162 233 156 681 | 1552 0800 259 297 279 348 1183 | 180 140 157 124 601 | 1784 0900 309 242 320 295 1166 | 160 159 160 178 657 | 1823 1000 312 288 310 296 1206 | 172 181 175 168 696 | 1902 1100 302 311 334 275 1222 | 196 203 177 171 747 | 1969 1200 283 257 283 268 1091 | 196 176 176 198 746 | 1837 1300 274 303 265 247 1089 | 198 205 185 177 765 | 1854 1400 308 271 280 260 1119 | 173 180 198 206 757 | 1876 1500 253 313 330 300 1196 | 192 201 172 181 746 | 1942 1600 316 308 324 325 1273 | 192 160 162 194 708 | 1981 1700 282 337 324 279 1222 | 205 183 163 136 687 | 1909 1800 221 184 184 175 764 | 129 125 107 96 457 | 1221 1900 149 129 158 99 535 | 96 82 89 71 338 | 873 2000 127 120 103 80 430 | 76 62 66 66 270 | 700 2100 63 63 71 71 268 | 59 55 40 36 190 | 458 2200 66 65 36 25 192 | 30 36 26 20 112 | 304 2300 28 20 19 17 84 | 31 15 15 7 68 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 15709 9827 25536 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 1233 715 731 845 1822 P.M. 1600 1273 1430 797 1645 2013 Daily 1600 1273 1430 797 1645 2013 Generated by SPS 5.0.49P Page 1 County: 88 Station: 4007 Description: SEBASTIAN BLVD WB W OF US-1 Start Date: 05/01/2018 Start Time: 0000 ---------------------------------------- Direction: W Time 1st 2nd 3rd 4th Total ---------------------------------------- 0000 7 6 5 1 19 0100 5 8 6 3 22 0200 4 0 2 2 8 0300 0 3 2 3 8 0400 3 3 0 6 12 0500 5 10 9 13 37 0600 16 17 25 42 100 0700 48 46 70 91 255 0800 79 95 82 91 347 0900 92 96 114 125 427 1000 121 121 101 116 459 1100 117 132 122 123 494 1200 120 114 122 131 487 1300 129 129 126 111 495 1400 156 153 144 139 592 1500 125 138 157 134 554 1600 169 157 173 175 674 1700 180 205 127 147 659 1800 124 101 113 110 448 1900 93 78 99 85 355 2000 82 73 71 84 310 2100 56 52 45 60 213 2200 38 35 21 14 108 2300 27 19 9 6 61 ---------------------------------------- 24-Hour Totals: 7144 ---------------------------------------- Peak Volume Information Hour Volume A.M. 845 393 P.M. 1630 733 Daily 1630 733 Generated by SPS 5.0.49P Page 1 County: 88 Station: 5001 Description: US-1 N OF SEBASTIAN BLVD EB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 17 13 9 54 | 14 10 8 8 40 | 94 0100 16 10 1 3 30 | 6 3 5 5 19 | 49 0200 7 5 7 6 25 | 1 8 6 5 20 | 45 0300 3 13 2 4 22 | 2 6 6 9 23 | 45 0400 10 13 10 22 55 | 8 4 11 19 42 | 97 0500 27 37 39 51 154 | 23 23 37 40 123 | 277 0600 62 107 143 146 458 | 43 78 106 107 334 | 792 0700 185 182 224 280 871 | 130 162 233 156 681 | 1552 0800 259 297 279 348 1183 | 180 140 157 124 601 | 1784 0900 309 242 320 295 1166 | 160 159 160 178 657 | 1823 1000 312 288 310 296 1206 | 172 181 175 168 696 | 1902 1100 302 311 334 275 1222 | 196 203 177 171 747 | 1969 1200 283 257 283 268 1091 | 196 176 176 198 746 | 1837 1300 274 303 265 247 1089 | 198 205 185 177 765 | 1854 1400 308 271 280 260 1119 | 173 180 198 206 757 | 1876 1500 253 313 330 300 1196 | 192 201 172 181 746 | 1942 1600 316 308 324 325 1273 | 192 160 162 194 708 | 1981 1700 282 337 324 279 1222 | 205 183 163 136 687 | 1909 1800 221 184 184 175 764 | 129 125 107 96 457 | 1221 1900 149 129 158 99 535 | 96 82 89 71 338 | 873 2000 127 120 103 80 430 | 76 62 66 66 270 | 700 2100 63 63 71 71 268 | 59 55 40 36 190 | 458 2200 66 65 36 25 192 | 30 36 26 20 112 | 304 2300 28 20 19 17 84 | 31 15 15 7 68 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 15709 9827 25536 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 1233 715 731 845 1822 P.M. 1600 1273 1430 797 1645 2013 Daily 1600 1273 1430 797 1645 2013 Generated by SPS 5.0.49P Page 1 County: 88 Station: 5004 Description: US-1/21st Street E OF 10TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 26 15 5 66 | 16 13 9 11 49 | 115 0100 7 9 5 6 27 | 8 9 10 5 32 | 59 0200 2 6 5 5 18 | 7 5 9 5 26 | 44 0300 5 10 6 8 29 | 6 5 4 8 23 | 52 0400 8 16 6 14 44 | 4 13 14 19 50 | 94 0500 17 21 23 30 91 | 15 29 39 34 117 | 208 0600 30 53 55 66 204 | 53 72 92 114 331 | 535 0700 74 101 135 162 472 | 124 170 192 199 685 | 1157 0800 139 127 139 145 550 | 142 202 148 193 685 | 1235 0900 170 137 132 148 587 | 163 175 189 152 679 | 1266 1000 175 133 162 141 611 | 204 178 202 178 762 | 1373 1100 184 161 163 205 713 | 162 207 194 220 783 | 1496 1200 216 197 168 160 741 | 222 242 211 211 886 | 1627 1300 174 168 148 153 643 | 229 271 253 231 984 | 1627 1400 167 168 187 168 690 | 225 244 231 235 935 | 1625 1500 168 216 176 191 751 | 225 245 226 221 917 | 1668 1600 194 196 202 200 792 | 233 191 203 217 844 | 1636 1700 215 200 169 127 711 | 266 246 170 192 874 | 1585 1800 131 114 97 100 442 | 190 146 129 134 599 | 1041 1900 107 89 77 66 339 | 136 99 84 86 405 | 744 2000 101 66 69 69 305 | 80 77 72 88 317 | 622 2100 52 64 54 45 215 | 68 81 72 47 268 | 483 2200 33 30 27 27 117 | 50 48 42 30 170 | 287 2300 27 22 25 16 90 | 24 25 26 21 96 | 186 --------------------------------------------------------------------------------------- 24-Hour Totals: 9248 11517 20765 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 591 730 735 845 1304 P.M. 1630 817 1300 984 1630 1749 Daily 1630 817 1300 984 1630 1749 Truck Percentage 4.27 3.89 4.06 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol E 60 7240 1553 26 253 28 28 40 19 0 1 0 0 0 0 395 9248 W 71 8941 2057 33 249 29 47 61 26 3 0 0 0 0 0 448 11517 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 5005 Description: US-1 S OF SEBASTIAN BLVD EB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 8 17 12 9 46 | 10 11 7 11 39 | 85 0100 13 7 0 1 21 | 7 5 7 4 23 | 44 0200 7 7 5 7 26 | 2 7 8 5 22 | 48 0300 4 8 1 5 18 | 3 6 7 11 27 | 45 0400 7 11 9 13 40 | 13 7 14 22 56 | 96 0500 19 28 22 33 102 | 27 29 50 55 161 | 263 0600 43 75 98 103 319 | 67 112 153 173 505 | 824 0700 138 154 181 224 697 | 203 242 320 259 1024 | 1721 0800 198 232 227 247 904 | 268 249 217 219 953 | 1857 0900 231 183 264 237 915 | 212 210 224 235 881 | 1796 1000 243 233 238 256 970 | 226 239 248 190 903 | 1873 1100 254 268 270 255 1047 | 262 232 235 236 965 | 2012 1200 271 240 267 254 1032 | 265 217 245 245 972 | 2004 1300 259 289 247 243 1038 | 251 250 247 219 967 | 2005 1400 295 248 275 233 1051 | 229 212 247 242 930 | 1981 1500 243 319 312 303 1177 | 251 242 233 225 951 | 2128 1600 302 300 332 317 1251 | 232 200 208 216 856 | 2107 1700 304 312 354 250 1220 | 262 217 218 164 861 | 2081 1800 186 164 146 145 641 | 174 125 158 126 583 | 1224 1900 104 97 100 93 394 | 109 106 112 96 423 | 817 2000 102 85 66 56 309 | 97 71 83 74 325 | 634 2100 50 49 55 44 198 | 74 67 47 38 226 | 424 2200 53 43 24 18 138 | 44 34 29 24 131 | 269 2300 22 21 15 15 73 | 29 17 13 8 67 | 140 --------------------------------------------------------------------------------------- 24-Hour Totals: 13627 12851 26478 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 937 730 1096 730 1931 P.M. 1645 1287 1245 993 1645 2200 Daily 1645 1287 730 1096 1645 2200 Generated by SPS 5.0.49P Page 1 County: 88 Station: 5007 Description: SEBASTIAN BLVD EB W OF US-1 Start Date: 05/01/2018 Start Time: 0000 ---------------------------------------- Direction: E Time 1st 2nd 3rd 4th Total ---------------------------------------- 0000 3 0 4 5 12 0100 1 5 1 0 7 0200 2 0 3 0 5 0300 1 2 4 2 9 0400 7 9 14 19 49 0500 15 20 26 42 103 0600 44 69 125 127 365 0700 142 148 164 243 697 0800 179 168 165 183 695 0900 157 126 164 169 616 1000 168 176 174 148 666 1100 189 141 195 160 685 1200 151 130 179 141 601 1300 187 124 134 149 594 1400 150 143 130 143 566 1500 134 134 162 149 579 1600 126 130 136 142 534 1700 130 130 127 130 517 1800 120 88 105 84 397 1900 72 85 66 46 269 2000 50 46 52 30 178 2100 41 26 27 31 125 2200 23 21 12 9 65 2300 10 4 3 6 23 ---------------------------------------- 24-Hour Totals: 8357 ---------------------------------------- Peak Volume Information Hour Volume A.M. 745 755 P.M. 1215 637 Daily 745 755 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6001 Description: US-1 N OF SCHUMANN DR Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 17 11 11 50 | 12 12 7 11 42 | 92 0100 7 6 0 3 16 | 7 5 7 5 24 | 40 0200 7 2 5 8 22 | 2 5 9 6 22 | 44 0300 4 11 2 7 24 | 1 8 7 14 30 | 54 0400 7 8 16 13 44 | 13 8 13 18 52 | 96 0500 18 29 30 35 112 | 29 32 56 51 168 | 280 0600 49 81 112 127 369 | 59 120 162 160 501 | 870 0700 136 158 182 218 694 | 212 254 330 263 1059 | 1753 0800 193 219 239 246 897 | 279 252 227 216 974 | 1871 0900 201 187 234 237 859 | 190 236 197 249 872 | 1731 1000 218 198 233 231 880 | 220 233 233 220 906 | 1786 1100 222 240 240 231 933 | 242 237 220 253 952 | 1885 1200 219 240 248 208 915 | 224 219 246 247 936 | 1851 1300 255 282 195 262 994 | 248 256 263 236 1003 | 1997 1400 245 223 242 221 931 | 222 230 244 252 948 | 1879 1500 253 295 285 311 1144 | 260 250 252 250 1012 | 2156 1600 262 304 327 293 1186 | 234 221 200 237 892 | 2078 1700 285 345 310 238 1178 | 263 237 227 172 899 | 2077 1800 161 169 143 144 617 | 183 142 158 138 621 | 1238 1900 103 105 87 98 393 | 128 108 120 114 470 | 863 2000 86 88 62 60 296 | 95 86 73 90 344 | 640 2100 41 50 56 43 190 | 71 91 47 44 253 | 443 2200 42 35 21 22 120 | 39 45 34 27 145 | 265 2300 11 18 19 12 60 | 30 19 19 13 81 | 141 --------------------------------------------------------------------------------------- 24-Hour Totals: 12924 13206 26130 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 905 715 1126 730 1936 P.M. 1630 1250 1245 1014 1645 2197 Daily 1630 1250 715 1126 1645 2197 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6003 Description: SCHUMANN DR E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 0 0 0 0 | 0 0 0 0 0 | 0 0100 0 1 0 0 1 | 0 0 0 0 0 | 1 0200 0 0 0 0 0 | 0 0 0 0 0 | 0 0300 0 0 0 0 0 | 0 1 0 0 1 | 1 0400 0 0 0 1 1 | 0 0 0 0 0 | 1 0500 0 0 0 0 0 | 0 1 0 0 1 | 1 0600 0 0 2 0 2 | 1 1 0 5 7 | 9 0700 3 0 3 0 6 | 3 3 3 4 13 | 19 0800 0 6 1 1 8 | 4 3 5 3 15 | 23 0900 3 2 7 7 19 | 3 5 7 9 24 | 43 1000 3 6 6 7 22 | 5 4 7 9 25 | 47 1100 8 9 5 5 27 | 3 9 8 9 29 | 56 1200 11 11 7 11 40 | 5 7 7 9 28 | 68 1300 9 9 4 9 31 | 8 9 8 5 30 | 61 1400 13 6 8 11 38 | 4 7 2 4 17 | 55 1500 9 12 14 9 44 | 5 3 6 5 19 | 63 1600 1 5 7 11 24 | 5 4 0 5 14 | 38 1700 4 5 4 4 17 | 6 5 2 1 14 | 31 1800 3 9 6 4 22 | 1 3 2 1 7 | 29 1900 1 5 3 5 14 | 5 2 1 0 8 | 22 2000 7 1 3 1 12 | 1 3 0 1 5 | 17 2100 1 3 3 0 7 | 3 0 0 0 3 | 10 2200 0 1 0 0 1 | 2 1 0 0 3 | 4 2300 0 0 0 0 0 | 0 0 0 0 0 | 0 --------------------------------------------------------------------------------------- 24-Hour Totals: 336 263 599 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 13 845 18 845 31 P.M. 1445 46 1245 34 1215 69 Daily 1445 46 1245 34 1215 69 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6005 Description: US-1 S OF SCHUMANN DR Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 10 9 6 40 | 10 8 9 7 34 | 74 0100 7 4 0 2 13 | 5 3 6 2 16 | 29 0200 8 2 5 7 22 | 3 3 10 6 22 | 44 0300 3 8 2 6 19 | 1 6 8 9 24 | 43 0400 5 8 15 11 39 | 13 8 12 18 51 | 90 0500 14 31 24 29 98 | 32 36 58 56 182 | 280 0600 46 68 99 114 327 | 65 119 183 174 541 | 868 0700 114 134 164 184 596 | 214 266 331 286 1097 | 1693 0800 173 202 200 206 781 | 277 261 222 231 991 | 1772 0900 179 159 216 213 767 | 197 219 198 229 843 | 1610 1000 195 182 209 200 786 | 215 219 219 206 859 | 1645 1100 208 215 217 205 845 | 239 216 226 215 896 | 1741 1200 219 235 222 192 868 | 215 204 233 226 878 | 1746 1300 233 255 194 230 912 | 224 226 256 208 914 | 1826 1400 230 213 231 221 895 | 216 204 246 233 899 | 1794 1500 250 269 284 290 1093 | 237 221 221 191 870 | 1963 1600 249 313 306 286 1154 | 224 212 200 211 847 | 2001 1700 282 345 302 249 1178 | 237 217 209 155 818 | 1996 1800 161 172 135 134 602 | 174 142 129 124 569 | 1171 1900 103 99 89 94 385 | 118 91 99 91 399 | 784 2000 88 86 70 64 308 | 76 77 59 78 290 | 598 2100 45 47 51 41 184 | 67 67 42 38 214 | 398 2200 42 37 22 20 121 | 36 44 23 24 127 | 248 2300 14 19 17 12 62 | 26 16 18 12 72 | 134 --------------------------------------------------------------------------------------- 24-Hour Totals: 12095 12453 24548 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 787 715 1160 730 1878 P.M. 1630 1219 1430 937 1645 2089 Daily 1630 1219 715 1160 1645 2089 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6007 Description: SCHUMANN DR W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 4 2 0 2 8 | 3 7 5 0 15 | 23 0100 1 2 2 0 5 | 5 0 2 1 8 | 13 0200 1 0 1 1 3 | 1 2 0 0 3 | 6 0300 0 1 1 1 3 | 0 1 1 3 5 | 8 0400 1 1 0 3 5 | 0 1 1 1 3 | 8 0500 6 6 7 7 26 | 0 2 1 0 3 | 29 0600 13 16 36 30 95 | 3 12 5 5 25 | 120 0700 43 52 64 60 219 | 11 20 30 16 77 | 296 0800 59 46 63 61 229 | 31 31 33 17 112 | 341 0900 40 32 27 41 140 | 26 17 30 30 103 | 243 1000 38 22 29 30 119 | 31 21 36 23 111 | 230 1100 26 40 40 40 146 | 45 30 30 44 149 | 295 1200 31 25 27 33 116 | 45 38 29 38 150 | 266 1300 36 32 33 30 131 | 42 46 42 27 157 | 288 1400 35 33 23 32 123 | 45 28 41 49 163 | 286 1500 35 37 24 36 132 | 50 43 61 64 218 | 350 1600 28 33 36 39 136 | 59 43 52 60 214 | 350 1700 29 30 33 31 123 | 70 57 56 59 242 | 365 1800 25 24 16 32 97 | 49 33 40 48 170 | 267 1900 20 15 11 11 57 | 35 33 34 33 135 | 192 2000 10 17 6 8 41 | 31 21 31 29 112 | 153 2100 11 11 10 6 38 | 21 34 10 15 80 | 118 2200 3 4 3 3 13 | 10 8 15 9 42 | 55 2300 0 2 2 2 6 | 6 8 3 4 21 | 27 --------------------------------------------------------------------------------------- 24-Hour Totals: 2011 2318 4329 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 235 800 112 800 341 P.M. 1615 137 1645 243 1645 374 Daily 715 235 1645 243 1645 374 Generated by SPS 5.0.49P Page 1 County: 88 Station: 7001 Description: US-1 N OF BARBER ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 6 38 | 10 6 9 7 32 | 70 0100 5 5 4 6 20 | 8 9 2 7 26 | 46 0200 7 1 4 8 20 | 4 4 9 6 23 | 43 0300 3 8 2 7 20 | 1 7 8 8 24 | 44 0400 7 9 17 10 43 | 15 10 13 21 59 | 102 0500 16 29 21 35 101 | 32 37 60 53 182 | 283 0600 43 72 108 116 339 | 66 117 183 176 542 | 881 0700 108 138 179 199 624 | 220 277 322 286 1105 | 1729 0800 171 218 176 194 759 | 281 250 241 218 990 | 1749 0900 177 167 218 215 777 | 208 217 196 244 865 | 1642 1000 181 179 230 205 795 | 221 230 224 214 889 | 1684 1100 224 211 224 196 855 | 229 218 224 222 893 | 1748 1200 211 234 209 214 868 | 231 200 238 232 901 | 1769 1300 246 244 208 228 926 | 234 236 255 217 942 | 1868 1400 229 203 245 219 896 | 202 224 232 250 908 | 1804 1500 276 275 296 282 1129 | 242 235 220 202 899 | 2028 1600 255 317 333 285 1190 | 224 208 217 221 870 | 2060 1700 272 378 270 232 1152 | 256 213 226 159 854 | 2006 1800 168 173 126 134 601 | 173 141 118 126 558 | 1159 1900 114 102 80 104 400 | 121 92 80 103 396 | 796 2000 87 89 66 58 300 | 74 76 53 85 288 | 588 2100 46 44 47 44 181 | 61 75 45 38 219 | 400 2200 41 42 22 18 123 | 36 40 21 26 123 | 246 2300 13 21 20 15 69 | 26 16 17 10 69 | 138 --------------------------------------------------------------------------------------- 24-Hour Totals: 12226 12657 24883 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 767 715 1166 730 1906 P.M. 1630 1268 1430 959 1630 2175 Daily 1630 1268 715 1166 1630 2175 Generated by SPS 5.0.49P Page 1 County: 88 Station: 7005 Description: US-1 S OF BARBER ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 12 8 6 41 | 9 7 9 7 32 | 73 0100 6 5 1 4 16 | 6 3 8 2 19 | 35 0200 8 2 5 6 21 | 4 5 8 7 24 | 45 0300 5 7 2 3 17 | 0 6 9 11 26 | 43 0400 7 10 19 11 47 | 15 9 16 23 63 | 110 0500 17 24 27 33 101 | 37 38 68 57 200 | 301 0600 40 66 104 102 312 | 72 134 204 191 601 | 913 0700 115 119 168 178 580 | 250 292 375 331 1248 | 1828 0800 167 212 187 183 749 | 323 271 245 224 1063 | 1812 0900 192 146 205 205 748 | 202 221 194 240 857 | 1605 1000 184 179 223 202 788 | 200 233 214 195 842 | 1630 1100 216 203 233 223 875 | 209 218 224 208 859 | 1734 1200 190 239 244 227 900 | 221 197 239 225 882 | 1782 1300 215 251 215 250 931 | 207 228 268 192 895 | 1826 1400 232 243 238 245 958 | 206 208 221 229 864 | 1822 1500 256 314 300 342 1212 | 228 204 199 221 852 | 2064 1600 310 350 367 294 1321 | 212 196 187 209 804 | 2125 1700 346 406 299 250 1301 | 250 168 218 153 789 | 2090 1800 173 172 143 127 615 | 168 129 117 116 530 | 1145 1900 104 124 100 101 429 | 109 100 84 77 370 | 799 2000 102 99 78 62 341 | 81 69 60 74 284 | 625 2100 46 47 49 45 187 | 67 67 38 35 207 | 394 2200 36 50 23 17 126 | 36 41 20 22 119 | 245 2300 18 24 20 19 81 | 26 14 20 11 71 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 12697 12501 25198 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 774 715 1321 730 2025 P.M. 1630 1413 1245 928 1630 2227 Daily 1630 1413 715 1321 1630 2227 Generated by SPS 5.0.49P Page 1 County: 88 Station: 7007 Description: BARBER ST W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 1 1 1 3 | 2 0 0 1 3 | 6 0100 0 1 1 1 3 | 2 1 1 1 5 | 8 0200 0 1 1 2 4 | 1 1 2 0 4 | 8 0300 0 0 2 2 4 | 1 0 1 0 2 | 6 0400 1 1 6 2 10 | 0 3 3 2 8 | 18 0500 3 7 7 8 25 | 1 3 4 1 9 | 34 0600 11 19 37 34 101 | 4 4 12 13 33 | 134 0700 43 60 74 73 250 | 13 17 13 20 63 | 313 0800 76 57 71 56 260 | 19 30 31 34 114 | 374 0900 48 48 48 37 181 | 29 24 29 43 125 | 306 1000 46 57 39 48 190 | 37 31 36 47 151 | 341 1100 49 55 39 42 185 | 48 41 37 56 182 | 367 1200 45 41 45 50 181 | 40 36 57 34 167 | 348 1300 50 51 60 36 197 | 50 43 50 43 186 | 383 1400 46 29 50 46 171 | 41 56 50 48 195 | 366 1500 43 44 49 36 172 | 42 54 53 61 210 | 382 1600 38 31 36 46 151 | 54 64 65 61 244 | 395 1700 44 34 40 31 149 | 76 87 59 44 266 | 415 1800 34 29 20 23 106 | 41 37 25 29 132 | 238 1900 18 19 13 12 62 | 22 27 22 19 90 | 152 2000 19 13 9 10 51 | 26 17 19 15 77 | 128 2100 15 6 4 6 31 | 11 14 10 9 44 | 75 2200 5 6 1 0 12 | 6 10 4 2 22 | 34 2300 1 0 4 0 5 | 3 4 3 3 13 | 18 --------------------------------------------------------------------------------------- 24-Hour Totals: 2504 2345 4849 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 283 815 124 745 377 P.M. 1245 211 1630 289 1630 449 Daily 715 283 1630 289 1630 449 Generated by SPS 5.0.49P Page 1 County: 88 Station: 7018 Description: US-1 S OF 53RD STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 15 10 9 55 | 0 1 0 0 1 | 56 0100 3 6 4 9 22 | 2 0 0 1 3 | 25 0200 5 7 6 4 22 | 1 2 1 0 4 | 26 0300 2 3 4 8 17 | 0 1 1 1 3 | 20 0400 7 8 14 23 52 | 2 5 4 2 13 | 65 0500 16 25 36 39 116 | 7 18 19 43 87 | 203 0600 45 50 67 124 286 | 42 102 177 219 540 | 826 0700 141 157 145 168 611 | 166 258 297 351 1072 | 1683 0800 171 159 170 162 662 | 262 261 245 306 1074 | 1736 0900 204 145 163 150 662 | 187 219 175 221 802 | 1464 1000 143 161 151 188 643 | 178 183 211 189 761 | 1404 1100 161 191 178 232 762 | 171 173 180 187 711 | 1473 1200 209 185 203 142 739 | 193 183 169 184 729 | 1468 1300 188 172 194 200 754 | 165 189 206 193 753 | 1507 1400 174 215 197 192 778 | 192 187 201 210 790 | 1568 1500 244 240 243 252 979 | 188 172 186 205 751 | 1730 1600 296 292 276 250 1114 | 181 200 205 158 744 | 1858 1700 352 347 235 208 1142 | 194 173 166 150 683 | 1825 1800 169 161 123 137 590 | 145 131 88 100 464 | 1054 1900 154 127 134 104 519 | 71 71 59 45 246 | 765 2000 78 103 82 81 344 | 44 55 36 35 170 | 514 2100 81 66 67 43 257 | 37 38 30 28 133 | 390 2200 43 40 40 35 158 | 19 23 20 28 90 | 248 2300 37 33 24 16 110 | 18 14 18 10 60 | 170 --------------------------------------------------------------------------------------- 24-Hour Totals: 11394 10684 22078 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 695 730 1171 730 1814 P.M. 1630 1225 1545 791 1630 1955 Daily 1630 1225 730 1171 1630 1955 Truck Percentage 8.67 6.70 7.72 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 78 6855 3473 42 792 20 16 97 17 4 0 0 0 0 0 988 11394 S 47 8352 1569 24 279 339 21 40 13 0 0 0 0 0 0 716 10684 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 7021 Description: US-1 S OF MAIN STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 9 41 | 18 9 9 7 43 | 84 0100 12 5 0 2 19 | 10 5 10 7 32 | 51 0200 6 2 4 5 17 | 1 7 7 3 18 | 35 0300 3 5 5 3 16 | 1 6 9 6 22 | 38 0400 8 10 10 22 50 | 8 5 11 19 43 | 93 0500 14 31 33 44 122 | 20 24 42 39 125 | 247 0600 46 74 110 119 349 | 45 95 113 124 377 | 726 0700 126 149 154 198 627 | 155 165 267 183 770 | 1397 0800 193 195 221 252 861 | 184 160 163 149 656 | 1517 0900 224 182 223 244 873 | 182 193 197 223 795 | 1668 1000 225 255 220 254 954 | 218 231 233 210 892 | 1846 1100 256 245 268 270 1039 | 241 229 230 217 917 | 1956 1200 240 235 255 276 1006 | 240 223 225 249 937 | 1943 1300 244 285 233 228 990 | 248 246 239 222 955 | 1945 1400 252 241 237 230 960 | 234 232 253 247 966 | 1926 1500 219 291 261 288 1059 | 251 225 213 211 900 | 1959 1600 249 269 265 274 1057 | 247 224 237 241 949 | 2006 1700 232 275 284 245 1036 | 259 261 182 202 904 | 1940 1800 189 144 149 149 631 | 174 174 144 142 634 | 1265 1900 104 103 98 74 379 | 151 103 121 115 490 | 869 2000 91 95 84 57 327 | 95 82 97 111 385 | 712 2100 50 44 51 53 198 | 86 83 57 58 284 | 482 2200 46 43 29 21 139 | 46 48 31 22 147 | 286 2300 14 16 12 15 57 | 38 25 16 9 88 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals:12807 12329 25136 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 892 715 799 845 1602 P.M. 1515 1089 1630 998 1630 2044 Daily 1515 1089 1630 998 1630 2044 Truck Percentage 4.47 3.66 4.07 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 126 9626 2482 31 360 38 42 78 22 2 0 0 0 0 0 573 12807 S 118 9779 1981 23 226 33 72 68 23 6 0 0 0 0 0 451 12329 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 8001 Description: US-1 N OF 85TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 16 10 9 7 42 | 6 7 10 5 28 | 70 0100 3 4 6 3 16 | 6 9 2 3 20 | 36 0200 5 4 4 9 22 | 6 3 3 3 15 | 37 0300 2 2 4 7 15 | 4 2 9 3 18 | 33 0400 6 12 9 22 49 | 7 14 9 16 46 | 95 0500 9 23 28 47 107 | 31 30 47 48 156 | 263 0600 51 64 81 92 288 | 67 92 145 151 455 | 743 0700 112 137 195 173 617 | 184 221 356 311 1072 | 1689 0800 192 196 169 172 729 | 265 243 236 255 999 | 1728 0900 164 171 144 148 627 | 173 148 182 183 686 | 1313 1000 125 191 179 180 675 | 139 173 162 169 643 | 1318 1100 182 172 177 185 716 | 157 188 178 168 691 | 1407 1200 224 201 208 171 804 | 193 183 200 162 738 | 1542 1300 184 196 211 185 776 | 175 138 235 203 751 | 1527 1400 218 183 225 181 807 | 165 183 200 179 727 | 1534 1500 197 237 255 255 944 | 179 158 185 189 711 | 1655 1600 275 310 248 257 1090 | 183 164 179 161 687 | 1777 1700 236 383 257 218 1094 | 186 147 142 149 624 | 1718 1800 158 184 131 126 599 | 118 114 98 86 416 | 1015 1900 129 124 115 75 443 | 69 69 71 46 255 | 698 2000 93 77 88 72 330 | 65 53 50 48 216 | 546 2100 54 51 53 39 197 | 49 44 39 36 168 | 365 2200 47 36 30 33 146 | 32 32 25 23 112 | 258 2300 30 18 26 13 87 | 21 18 13 6 58 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals: 11220 10292 21512 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 756 730 1175 730 1931 P.M. 1645 1133 1330 786 1530 1816 Daily 1645 1133 730 1175 730 1931 Generated by SPS 5.0.49P Page 1 County: 88 Station: 8003 Description: 85TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 6 1 4 2 13 | 3 1 5 2 11 | 24 0100 4 5 3 3 15 | 4 1 2 5 12 | 27 0200 1 0 1 1 3 | 3 3 1 2 9 | 12 0300 2 0 1 1 4 | 4 2 7 7 20 | 24 0400 2 1 4 16 23 | 3 8 3 11 25 | 48 0500 2 20 33 37 92 | 13 7 17 18 55 | 147 0600 21 23 54 60 158 | 30 28 35 47 140 | 298 0700 73 92 136 174 475 | 59 64 84 80 287 | 762 0800 135 154 152 158 599 | 83 85 98 115 381 | 980 0900 130 117 108 112 467 | 97 84 91 128 400 | 867 1000 103 106 105 108 422 | 90 118 129 107 444 | 866 1100 100 112 121 126 459 | 106 117 125 116 464 | 923 1200 114 135 108 129 486 | 129 119 129 106 483 | 969 1300 121 111 137 124 493 | 140 147 152 126 565 | 1058 1400 113 128 129 110 480 | 155 129 121 152 557 | 1037 1500 110 108 135 119 472 | 173 161 157 167 658 | 1130 1600 115 102 90 112 419 | 172 149 171 125 617 | 1036 1700 98 91 89 58 336 | 129 85 106 75 395 | 731 1800 84 67 74 50 275 | 78 70 44 68 260 | 535 1900 41 53 64 46 204 | 45 35 41 39 160 | 364 2000 43 30 41 41 155 | 39 37 39 28 143 | 298 2100 32 25 30 18 105 | 24 28 26 18 96 | 201 2200 14 16 12 19 61 | 18 31 23 12 84 | 145 2300 8 6 7 10 31 | 10 13 8 8 39 | 70 --------------------------------------------------------------------------------------- 24-Hour Totals: 6247 6305 12552 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 745 615 815 395 815 989 P.M. 1330 502 1545 659 1515 1134 Daily 745 615 1545 659 1515 1134 Generated by SPS 5.0.49P Page 1 County: 88 Station: 8005 Description: US-1 S OF 85TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 9 9 13 52 | 5 9 16 7 37 | 89 0100 5 7 6 6 24 | 9 11 2 2 24 | 48 0200 8 10 5 7 30 | 7 5 6 2 20 | 50 0300 3 2 5 6 16 | 4 6 11 10 31 | 47 0400 7 12 10 21 50 | 9 20 21 24 74 | 124 0500 11 28 40 42 121 | 47 42 78 94 261 | 382 0600 46 64 77 102 289 | 116 148 225 221 710 | 999 0700 127 157 222 218 724 | 268 281 409 322 1280 | 2004 0800 198 209 201 210 818 | 333 267 305 321 1226 | 2044 0900 189 181 153 168 691 | 236 207 242 255 940 | 1631 1000 143 189 181 194 707 | 212 237 217 206 872 | 1579 1100 193 201 198 226 818 | 206 198 237 212 853 | 1671 1200 238 227 207 198 870 | 214 193 232 197 836 | 1706 1300 190 233 209 213 845 | 193 195 259 216 863 | 1708 1400 221 216 243 214 894 | 221 219 265 236 941 | 1835 1500 258 303 290 302 1153 | 210 231 224 244 909 | 2062 1600 351 413 304 314 1382 | 203 224 230 212 869 | 2251 1700 301 455 338 251 1345 | 191 171 177 180 719 | 2064 1800 182 180 145 121 628 | 159 146 116 118 539 | 1167 1900 148 131 137 95 511 | 104 75 76 60 315 | 826 2000 100 96 95 88 379 | 75 70 63 57 265 | 644 2100 80 68 69 64 281 | 54 55 48 46 203 | 484 2200 50 42 42 44 178 | 38 43 39 28 148 | 326 2300 39 25 30 18 112 | 26 22 25 15 88 | 200 --------------------------------------------------------------------------------------- 24-Hour Totals: 12918 13023 25941 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 847 715 1345 730 2178 P.M. 1645 1408 1430 942 1545 2271 Daily 1645 1408 715 1345 1545 2271 Generated by SPS 5.0.49P Page 1 County: 88 Station: 8007 Description: 85TH STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 10 9 4 11 34 | 7 7 4 6 24 | 58 0100 8 6 9 9 32 | 4 3 4 5 16 | 48 0200 6 5 2 0 13 | 6 4 3 2 15 | 28 0300 3 7 8 2 20 | 3 3 1 5 12 | 32 0400 2 9 10 18 39 | 3 6 6 9 24 | 63 0500 24 35 63 63 185 | 6 13 13 19 51 | 236 0600 57 76 150 168 451 | 14 22 27 43 106 | 557 0700 159 176 134 223 692 | 47 60 39 51 197 | 889 0800 187 177 193 216 773 | 52 71 63 54 240 | 1013 0900 151 153 129 110 543 | 57 41 66 85 249 | 792 1000 163 153 126 119 561 | 71 54 69 77 271 | 832 1100 103 145 142 158 548 | 70 64 70 66 270 | 818 1200 144 139 140 120 543 | 76 91 71 87 325 | 868 1300 134 131 116 125 506 | 88 80 91 80 339 | 845 1400 122 129 135 120 506 | 98 89 88 102 377 | 883 1500 144 148 175 138 605 | 83 115 128 126 452 | 1057 1600 135 101 137 97 470 | 145 157 121 117 540 | 1010 1700 121 111 102 84 418 | 137 134 103 81 455 | 873 1800 69 82 64 79 294 | 78 71 35 46 230 | 524 1900 69 53 51 47 220 | 31 42 49 37 159 | 379 2000 51 33 53 37 174 | 46 36 43 29 154 | 328 2100 23 32 38 38 131 | 22 30 30 33 115 | 246 2200 17 20 22 21 80 | 23 27 15 22 87 | 167 2300 10 13 13 6 42 | 28 21 12 11 72 | 114 --------------------------------------------------------------------------------------- 24-Hour Totals: 7880 4780 12660 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 745 780 815 245 745 1017 P.M. 1500 605 1530 556 1515 1110 Daily 745 780 1530 556 1515 1110 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9001 Description: US-1 N OF 53RD STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 25 11 12 11 59 | 5 8 15 10 38 | 97 0100 8 8 2 8 26 | 14 9 4 1 28 | 54 0200 6 9 7 5 27 | 6 5 6 3 20 | 47 0300 2 3 5 5 15 | 2 4 11 4 21 | 36 0400 9 11 16 16 52 | 11 20 24 29 84 | 136 0500 20 33 46 52 151 | 40 47 72 96 255 | 406 0600 53 69 82 141 345 | 91 143 237 256 727 | 1072 0700 152 181 243 253 829 | 252 329 379 437 1397 | 2226 0800 219 222 195 200 836 | 372 328 322 356 1378 | 2214 0900 201 204 183 195 783 | 277 234 238 262 1011 | 1794 1000 155 185 215 207 762 | 230 224 224 229 907 | 1669 1100 216 208 233 233 890 | 198 233 228 235 894 | 1784 1200 234 233 236 208 911 | 232 190 225 202 849 | 1760 1300 218 210 255 215 898 | 215 216 248 272 951 | 1849 1400 260 235 262 247 1004 | 209 238 251 288 986 | 1990 1500 276 321 280 336 1213 | 219 221 250 243 933 | 2146 1600 364 344 360 288 1356 | 219 227 253 206 905 | 2261 1700 419 430 353 248 1450 | 238 196 183 207 824 | 2274 1800 219 178 157 158 712 | 172 178 117 149 616 | 1328 1900 142 162 159 100 563 | 111 93 80 68 352 | 915 2000 109 125 107 96 437 | 68 79 67 58 272 | 709 2100 86 66 69 66 287 | 54 58 46 44 202 | 489 2200 64 38 56 43 201 | 45 42 30 31 148 | 349 2300 38 38 24 19 119 | 21 26 22 12 81 | 200 --------------------------------------------------------------------------------------- 24-Hour Totals: 13926 13879 27805 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 937 715 1517 730 2453 P.M. 1630 1497 1415 996 1630 2390 Daily 1630 1497 715 1517 730 2453 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9003 Description: 53RD STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 4 3 3 11 | 3 3 2 3 11 | 22 0100 3 0 2 0 5 | 7 3 0 3 13 | 18 0200 0 1 1 0 2 | 0 1 0 3 4 | 6 0300 0 0 5 3 8 | 0 2 1 2 5 | 13 0400 2 7 5 21 35 | 2 3 5 2 12 | 47 0500 13 12 31 41 97 | 6 11 13 19 49 | 146 0600 31 27 61 67 186 | 26 25 36 44 131 | 317 0700 104 143 154 201 602 | 64 77 90 90 321 | 923 0800 172 151 147 141 611 | 91 83 75 73 322 | 933 0900 149 90 117 121 477 | 91 75 75 84 325 | 802 1000 123 92 90 94 399 | 64 108 72 104 348 | 747 1100 82 111 113 118 424 | 87 90 112 112 401 | 825 1200 137 114 113 93 457 | 102 114 100 90 406 | 863 1300 112 110 98 136 456 | 116 99 101 90 406 | 862 1400 99 109 84 123 415 | 110 100 88 107 405 | 820 1500 105 102 107 117 431 | 95 132 116 133 476 | 907 1600 97 102 92 112 403 | 144 123 146 122 535 | 938 1700 110 102 74 93 379 | 168 149 141 80 538 | 917 1800 70 83 55 60 268 | 95 90 64 57 306 | 574 1900 41 47 38 51 177 | 49 64 70 48 231 | 408 2000 37 39 36 25 137 | 45 52 50 44 191 | 328 2100 26 25 20 8 79 | 37 27 29 26 119 | 198 2200 14 12 9 10 45 | 27 12 18 23 80 | 125 2300 7 5 9 8 29 | 8 13 11 6 38 | 67 --------------------------------------------------------------------------------------- 24-Hour Totals: 6133 5673 11806 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 678 730 354 730 1032 P.M. 1200 457 1630 585 1630 1001 Daily 730 678 1630 585 730 1032 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9005 Description: US-1 S OF 53RD STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 15 10 9 55 | 0 1 0 0 1 | 56 0100 3 6 4 9 22 | 2 0 0 1 3 | 25 0200 5 7 6 4 22 | 1 2 1 0 4 | 26 0300 2 3 4 8 17 | 0 1 1 1 3 | 20 0400 7 8 14 23 52 | 2 5 4 2 13 | 65 0500 16 25 36 39 116 | 7 18 19 43 87 | 203 0600 45 50 67 124 286 | 42 102 177 219 540 | 826 0700 141 157 145 168 611 | 166 258 297 351 1072 | 1683 0800 171 159 170 162 662 | 262 261 245 306 1074 | 1736 0900 204 145 163 150 662 | 187 219 175 221 802 | 1464 1000 143 161 151 188 643 | 178 183 211 189 761 | 1404 1100 161 191 178 232 762 | 171 173 180 187 711 | 1473 1200 209 185 203 142 739 | 193 183 169 184 729 | 1468 1300 188 172 194 200 754 | 165 189 206 193 753 | 1507 1400 174 215 197 192 778 | 192 187 201 210 790 | 1568 1500 244 240 243 252 979 | 188 172 186 205 751 | 1730 1600 296 292 276 250 1114 | 181 200 205 158 744 | 1858 1700 352 347 235 208 1142 | 194 173 166 150 683 | 1825 1800 169 161 123 137 590 | 145 131 88 100 464 | 1054 1900 154 127 134 104 519 | 71 71 59 45 246 | 765 2000 78 103 82 81 344 | 44 55 36 35 170 | 514 2100 81 66 67 43 257 | 37 38 30 28 133 | 390 2200 43 40 40 35 158 | 19 23 20 28 90 | 248 2300 37 33 24 16 110 | 18 14 18 10 60 | 170 --------------------------------------------------------------------------------------- 24-Hour Totals: 11394 10684 22078 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 695 730 1171 730 1814 P.M. 1630 1225 1545 791 1630 1955 Daily 1630 1225 730 1171 1630 1955 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9007 Description: 53RD STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 0 2 0 2 | 3 4 2 2 11 | 13 0100 0 0 0 0 0 | 1 0 1 2 4 | 4 0200 1 0 2 0 3 | 0 1 0 2 3 | 6 0300 0 0 0 1 1 | 0 0 0 0 0 | 1 0400 2 2 1 9 14 | 0 2 2 3 7 | 21 0500 2 6 8 5 21 | 2 6 4 6 18 | 39 0600 15 13 36 27 91 | 11 8 19 25 63 | 154 0700 48 63 120 146 377 | 34 43 43 37 157 | 534 0800 89 88 81 84 342 | 50 46 40 46 182 | 524 0900 63 51 54 59 227 | 54 39 46 39 178 | 405 1000 54 51 54 41 200 | 43 57 41 52 193 | 393 1100 60 49 44 60 213 | 40 61 69 57 227 | 440 1200 77 64 51 50 242 | 70 70 70 48 258 | 500 1300 57 66 52 49 224 | 78 50 46 68 242 | 466 1400 72 61 43 69 245 | 47 90 69 72 278 | 523 1500 64 56 53 77 250 | 76 59 78 69 282 | 532 1600 66 56 51 63 236 | 89 61 77 76 303 | 539 1700 67 70 41 45 223 | 104 90 57 68 319 | 542 1800 35 44 31 28 138 | 56 61 53 43 213 | 351 1900 22 18 23 19 82 | 56 40 46 38 180 | 262 2000 13 12 9 10 44 | 28 20 26 27 101 | 145 2100 9 12 5 5 31 | 29 29 19 15 92 | 123 2200 2 3 10 5 20 | 12 12 17 8 49 | 69 2300 2 2 5 4 13 | 9 8 5 7 29 | 42 --------------------------------------------------------------------------------------- 24-Hour Totals: 3239 3389 6628 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 443 815 186 730 619 P.M. 1515 252 1630 347 1630 598 Daily 730 443 1630 347 730 619 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1001 Description: US-1 N OF ROSELAND RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 12 15 15 62 | 18 9 11 12 50 | 112 0100 12 4 9 2 27 | 6 7 6 3 22 | 49 0200 4 3 3 3 13 | 9 7 5 5 26 | 39 0300 8 3 8 5 24 | 10 8 9 6 33 | 57 0400 7 18 9 12 46 | 10 5 26 33 74 | 120 0500 14 32 40 41 127 | 14 26 43 47 130 | 257 0600 79 90 132 132 433 | 63 105 157 149 474 | 907 0700 153 197 182 172 704 | 192 204 305 270 971 | 1675 0800 211 216 191 200 818 | 220 232 235 244 931 | 1749 0900 223 197 218 251 889 | 277 287 216 273 1053 | 1942 1000 221 244 246 280 991 | 295 262 274 274 1105 | 2096 1100 259 246 240 259 1004 | 281 269 249 276 1075 | 2079 1200 247 246 254 239 986 | 291 250 231 283 1055 | 2041 1300 260 274 251 241 1026 | 286 259 292 255 1092 | 2118 1400 281 283 263 286 1113 | 245 246 262 284 1037 | 2150 1500 251 272 269 276 1068 | 275 234 240 239 988 | 2056 1600 283 267 298 317 1165 | 258 228 279 245 1010 | 2175 1700 294 281 299 231 1105 | 268 270 211 220 969 | 2074 1800 228 209 177 171 785 | 213 188 151 171 723 | 1508 1900 145 119 139 104 507 | 119 129 112 108 468 | 975 2000 117 108 86 71 382 | 103 75 83 78 339 | 721 2100 68 63 63 42 236 | 69 51 50 48 218 | 454 2200 52 43 43 29 167 | 49 33 31 28 141 | 308 2300 26 26 17 20 89 | 35 28 15 15 93 | 182 --------------------------------------------------------------------------------------- 24-Hour Totals: 13767 14077 27844 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 838 830 1043 845 1862 P.M. 1645 1191 1245 1120 1630 2252 Daily 1645 1191 1245 1120 1630 2252 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1003 Description: ROSELAND RD E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 1 2 3 7 | 9 3 1 3 16 | 23 0100 1 0 0 1 2 | 4 1 0 0 5 | 7 0200 2 1 0 1 4 | 1 0 0 1 2 | 6 0300 0 0 0 0 0 | 0 0 0 0 0 | 0 0400 0 0 1 1 2 | 0 1 2 0 3 | 5 0500 0 0 1 6 7 | 0 0 6 1 7 | 14 0600 2 2 2 5 11 | 2 8 8 6 24 | 35 0700 6 2 6 12 26 | 10 4 5 9 28 | 54 0800 11 9 20 23 63 | 8 10 10 15 43 | 106 0900 21 20 15 29 85 | 13 17 20 16 66 | 151 1000 25 28 31 30 114 | 12 29 24 26 91 | 205 1100 37 40 32 60 169 | 29 29 31 42 131 | 300 1200 49 49 46 39 183 | 33 54 42 73 202 | 385 1300 40 44 32 43 159 | 66 51 61 46 224 | 383 1400 43 38 33 33 147 | 49 42 55 41 187 | 334 1500 39 30 26 37 132 | 26 34 57 46 163 | 295 1600 39 35 33 32 139 | 51 45 59 39 194 | 333 1700 34 39 35 44 152 | 52 36 40 44 172 | 324 1800 47 36 30 24 137 | 29 30 43 30 132 | 269 1900 22 20 18 21 81 | 29 25 12 27 93 | 174 2000 13 15 18 8 54 | 14 17 28 15 74 | 128 2100 14 4 2 4 24 | 12 12 9 6 39 | 63 2200 11 7 7 1 26 | 4 11 10 5 30 | 56 2300 5 4 6 1 16 | 1 4 8 2 15 | 31 --------------------------------------------------------------------------------------- 24-Hour Totals: 1740 1941 3681 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 84 845 65 845 144 P.M. 1200 183 1245 251 1215 409 Daily 1145 204 1245 251 1215 409 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1005 Description: US-1 S OF ROSELAND RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 14 9 14 11 48 | 16 7 9 13 45 | 93 0100 11 6 8 4 29 | 6 4 7 5 22 | 51 0200 6 2 2 5 15 | 5 7 6 7 25 | 40 0300 5 2 11 4 22 | 9 12 11 8 40 | 62 0400 7 11 4 13 35 | 11 5 21 34 71 | 106 0500 11 24 27 33 95 | 13 27 45 54 139 | 234 0600 54 63 98 105 320 | 56 99 151 159 465 | 785 0700 127 133 123 133 516 | 184 234 284 270 972 | 1488 0800 147 175 168 180 670 | 218 226 227 231 902 | 1572 0900 194 178 202 196 770 | 257 262 236 252 1007 | 1777 1000 198 198 221 224 841 | 304 245 289 249 1087 | 1928 1100 245 263 224 261 993 | 293 238 241 248 1020 | 2013 1200 236 232 251 211 930 | 305 219 236 271 1031 | 1961 1300 239 228 232 233 932 | 288 234 296 243 1061 | 1993 1400 277 258 246 267 1048 | 254 266 234 265 1019 | 2067 1500 233 250 252 274 1009 | 262 216 230 225 933 | 1942 1600 313 236 294 293 1136 | 232 193 232 213 870 | 2006 1700 298 274 275 244 1091 | 224 226 206 196 852 | 1943 1800 211 183 142 143 679 | 186 171 147 141 645 | 1324 1900 100 103 113 78 394 | 128 114 106 103 451 | 845 2000 92 93 82 61 328 | 103 68 86 67 324 | 652 2100 81 67 42 44 234 | 75 54 47 47 223 | 457 2200 44 44 40 26 154 | 44 24 30 25 123 | 277 2300 25 28 19 15 87 | 24 23 11 13 71 | 158 --------------------------------------------------------------------------------------- 24-Hour Totals: 12376 13398 25774 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 754 715 1006 845 1740 P.M. 1630 1159 1245 1089 1400 2067 Daily 1630 1159 945 1090 1400 2067 Generated by SPS 5.0.49P Page 1 County: 88 Station: 1007 Description: ROSELAND RD W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 3 3 5 6 17 | 7 4 6 2 19 | 36 0100 3 1 2 2 8 | 6 6 1 2 15 | 23 0200 0 2 1 0 3 | 5 2 0 1 8 | 11 0300 1 3 2 3 9 | 1 0 4 2 7 | 16 0400 3 4 5 7 19 | 1 3 4 7 15 | 34 0500 2 10 19 25 56 | 2 6 7 11 26 | 82 0600 28 42 53 57 180 | 12 24 28 31 95 | 275 0700 66 105 110 111 392 | 40 33 41 52 166 | 558 0800 102 112 100 118 432 | 39 53 62 68 222 | 654 0900 117 120 125 138 500 | 76 86 82 78 322 | 822 1000 131 139 138 146 554 | 57 85 83 98 323 | 877 1100 131 119 122 139 511 | 80 96 92 93 361 | 872 1200 146 111 158 126 541 | 102 102 96 83 383 | 924 1300 144 156 128 149 577 | 85 92 89 96 362 | 939 1400 162 150 123 131 566 | 100 97 99 90 386 | 952 1500 128 131 144 124 527 | 81 101 108 90 380 | 907 1600 123 123 103 146 495 | 123 103 136 107 469 | 964 1700 109 112 123 104 448 | 105 101 96 89 391 | 839 1800 94 101 89 67 351 | 82 81 68 76 307 | 658 1900 89 62 62 52 265 | 48 65 47 49 209 | 474 2000 59 48 36 24 167 | 50 43 58 41 192 | 359 2100 28 24 24 16 92 | 36 36 19 19 110 | 202 2200 19 8 10 8 45 | 22 24 15 11 72 | 117 2300 7 6 3 3 19 | 14 16 10 8 48 | 67 --------------------------------------------------------------------------------------- 24-Hour Totals: 6774 4888 11662 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 480 845 312 845 792 P.M. 1315 595 1600 469 1345 976 Daily 1315 595 1600 469 1345 976 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2001 Description: US-1 N OF JACKSON ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 14 11 9 7 41 | 16 7 8 9 40 | 81 0100 9 5 7 1 22 | 10 2 8 7 27 | 49 0200 3 1 3 4 11 | 3 4 8 4 19 | 30 0300 5 4 9 3 21 | 2 9 11 3 25 | 46 0400 7 11 7 18 43 | 8 2 15 24 49 | 92 0500 13 26 35 39 113 | 15 22 41 46 124 | 237 0600 60 78 117 131 386 | 53 89 116 121 379 | 765 0700 141 178 160 179 658 | 158 190 282 211 841 | 1499 0800 239 212 226 223 900 | 192 162 215 179 748 | 1648 0900 206 222 247 214 889 | 226 219 239 251 935 | 1824 1000 218 265 234 252 969 | 221 261 241 255 978 | 1947 1100 272 243 220 282 1017 | 260 257 223 322 1062 | 2079 1200 247 237 251 259 994 | 266 228 231 304 1029 | 2023 1300 272 265 234 264 1035 | 276 273 264 267 1080 | 2115 1400 310 283 265 246 1104 | 238 280 241 284 1043 | 2147 1500 233 256 266 290 1045 | 283 246 237 248 1014 | 2059 1600 261 260 272 292 1085 | 261 219 243 248 971 | 2056 1700 252 287 249 247 1035 | 265 271 205 190 931 | 1966 1800 196 183 150 145 674 | 190 177 151 142 660 | 1334 1900 127 121 119 87 454 | 147 133 125 97 502 | 956 2000 86 93 96 77 352 | 113 72 104 99 388 | 740 2100 71 64 44 43 222 | 80 77 60 53 270 | 492 2200 37 52 29 17 135 | 49 44 30 25 148 | 283 2300 17 22 10 18 67 | 39 22 12 12 85 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 13272 13348 26620 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 900 715 875 845 1761 P.M. 1345 1122 1245 1117 1345 2148 Daily 1345 1122 1245 1117 1345 2148 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2003 Description: JACKSON ST E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 0 0 0 1 | 0 0 0 0 0 | 1 0100 1 0 0 0 1 | 1 0 0 0 1 | 2 0200 0 0 1 0 1 | 0 0 0 0 0 | 1 0300 0 0 0 0 0 | 0 0 0 0 0 | 0 0400 0 0 0 0 0 | 0 2 0 0 2 | 2 0500 1 0 1 0 2 | 1 0 1 3 5 | 7 0600 2 1 5 5 13 | 1 2 2 8 13 | 26 0700 4 6 12 12 34 | 2 8 8 15 33 | 67 0800 11 8 2 18 39 | 17 8 5 10 40 | 79 0900 14 11 14 15 54 | 8 14 17 7 46 | 100 1000 17 8 11 12 48 | 24 15 15 10 64 | 112 1100 14 19 15 37 85 | 19 11 11 23 64 | 149 1200 13 11 12 17 53 | 24 16 24 17 81 | 134 1300 10 23 14 15 62 | 16 21 9 10 56 | 118 1400 17 18 13 10 58 | 10 14 24 8 56 | 114 1500 16 14 22 24 76 | 14 18 24 8 64 | 140 1600 5 12 9 29 55 | 17 11 14 10 52 | 107 1700 11 15 13 16 55 | 13 15 9 19 56 | 111 1800 15 11 15 9 50 | 15 7 11 9 42 | 92 1900 6 7 8 4 25 | 8 5 7 12 32 | 57 2000 9 2 2 3 16 | 7 10 9 6 32 | 48 2100 9 3 3 5 20 | 7 3 4 6 20 | 40 2200 1 2 3 0 6 | 8 6 0 0 14 | 20 2300 1 0 1 2 4 | 2 1 1 1 5 | 9 --------------------------------------------------------------------------------------- 24-Hour Totals: 758 778 1536 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 57 845 49 845 106 P.M. 1500 76 1200 81 1230 140 Daily 1100 85 1145 87 1145 160 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2005 Description: US-1 S OF JACKSON ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 12 17 9 6 44 | 17 8 8 11 44 | 88 0100 13 5 3 2 23 | 15 2 9 8 34 | 57 0200 5 3 3 3 14 | 3 6 8 4 21 | 35 0300 5 3 7 3 18 | 2 9 10 4 25 | 43 0400 7 10 4 17 38 | 11 4 14 25 54 | 92 0500 13 24 34 36 107 | 15 21 41 49 126 | 233 0600 54 68 115 122 359 | 53 91 113 125 382 | 741 0700 135 165 158 195 653 | 160 195 285 204 844 | 1497 0800 214 232 218 267 931 | 208 173 219 183 783 | 1714 0900 209 217 247 210 883 | 217 241 243 260 961 | 1844 1000 234 258 260 271 1023 | 244 272 247 269 1032 | 2055 1100 309 256 284 297 1146 | 276 254 225 292 1047 | 2193 1200 314 284 291 307 1196 | 277 260 251 323 1111 | 2307 1300 302 263 266 244 1075 | 271 296 288 269 1124 | 2199 1400 289 258 291 217 1055 | 252 300 281 293 1126 | 2181 1500 239 243 307 291 1080 | 268 269 233 263 1033 | 2113 1600 297 279 320 305 1201 | 260 247 262 253 1022 | 2223 1700 295 303 291 264 1153 | 270 286 215 220 991 | 2144 1800 205 185 162 145 697 | 202 193 168 153 716 | 1413 1900 142 101 132 84 459 | 161 140 141 122 564 | 1023 2000 82 105 94 66 347 | 118 92 115 113 438 | 785 2100 66 57 49 55 227 | 88 84 59 65 296 | 523 2200 40 51 29 17 137 | 53 50 32 28 163 | 300 2300 17 17 13 19 66 | 40 23 19 11 93 | 159 --------------------------------------------------------------------------------------- 24-Hour Totals: 13932 14030 27962 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 940 715 892 845 1824 P.M. 1630 1223 1245 1178 1245 2316 Daily 1630 1223 1245 1178 1245 2316 Generated by SPS 5.0.49P Page 1 County: 88 Station: 2007 Description: JACKSON ST W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 3 2 0 1 6 | 2 6 2 0 10 | 16 0100 3 0 6 1 10 | 4 1 2 1 8 | 18 0200 1 2 0 0 3 | 3 2 1 0 6 | 9 0300 0 0 0 0 0 | 1 1 1 0 3 | 3 0400 2 2 0 0 4 | 1 1 0 1 3 | 7 0500 0 0 0 2 2 | 3 4 5 6 18 | 20 0600 2 2 5 3 12 | 4 6 13 16 39 | 51 0700 10 4 11 9 34 | 9 13 8 18 48 | 82 0800 17 16 14 18 65 | 20 23 17 25 85 | 150 0900 19 31 38 35 123 | 26 36 36 39 137 | 260 1000 43 47 33 56 179 | 37 45 43 45 170 | 349 1100 57 38 54 72 221 | 47 44 63 54 208 | 429 1200 68 55 72 59 254 | 64 58 56 56 234 | 488 1300 57 60 60 63 240 | 56 49 59 47 211 | 451 1400 61 71 42 54 228 | 45 44 46 30 165 | 393 1500 45 42 63 54 204 | 58 39 65 38 200 | 404 1600 46 54 46 46 192 | 45 45 39 46 175 | 367 1700 38 62 35 50 185 | 56 45 55 38 194 | 379 1800 42 38 38 35 153 | 41 41 37 31 150 | 303 1900 32 26 26 29 113 | 42 14 32 23 111 | 224 2000 20 23 14 22 79 | 14 26 28 20 88 | 167 2100 17 9 6 12 44 | 11 12 16 17 56 | 100 2200 4 5 6 2 17 | 13 12 7 1 33 | 50 2300 2 2 4 1 9 | 3 1 2 3 9 | 18 --------------------------------------------------------------------------------------- 24-Hour Totals: 2377 2361 4738 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 106 845 123 845 229 P.M. 1330 255 1200 234 1200 488 Daily 1145 267 1130 239 1145 499 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6001 Description: US-1 N OF SCHUMANN DR Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 17 11 11 50 | 12 12 7 11 42 | 92 0100 7 6 0 3 16 | 7 5 7 5 24 | 40 0200 7 2 5 8 22 | 2 5 9 6 22 | 44 0300 4 11 2 7 24 | 1 8 7 14 30 | 54 0400 7 8 16 13 44 | 13 8 13 18 52 | 96 0500 18 29 30 35 112 | 29 32 56 51 168 | 280 0600 49 81 112 127 369 | 59 120 162 160 501 | 870 0700 136 158 182 218 694 | 212 254 330 263 1059 | 1753 0800 193 219 239 246 897 | 279 252 227 216 974 | 1871 0900 201 187 234 237 859 | 190 236 197 249 872 | 1731 1000 218 198 233 231 880 | 220 233 233 220 906 | 1786 1100 222 240 240 231 933 | 242 237 220 253 952 | 1885 1200 219 240 248 208 915 | 224 219 246 247 936 | 1851 1300 255 282 195 262 994 | 248 256 263 236 1003 | 1997 1400 245 223 242 221 931 | 222 230 244 252 948 | 1879 1500 253 295 285 311 1144 | 260 250 252 250 1012 | 2156 1600 262 304 327 293 1186 | 234 221 200 237 892 | 2078 1700 285 345 310 238 1178 | 263 237 227 172 899 | 2077 1800 161 169 143 144 617 | 183 142 158 138 621 | 1238 1900 103 105 87 98 393 | 128 108 120 114 470 | 863 2000 86 88 62 60 296 | 95 86 73 90 344 | 640 2100 41 50 56 43 190 | 71 91 47 44 253 | 443 2200 42 35 21 22 120 | 39 45 34 27 145 | 265 2300 11 18 19 12 60 | 30 19 19 13 81 | 141 --------------------------------------------------------------------------------------- 24-Hour Totals: 12924 13206 26130 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 905 715 1126 730 1936 P.M. 1630 1250 1245 1014 1645 2197 Daily 1630 1250 715 1126 1645 2197 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6003 Description: SCHUMANN DR E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 0 0 0 0 | 0 0 0 0 0 | 0 0100 0 1 0 0 1 | 0 0 0 0 0 | 1 0200 0 0 0 0 0 | 0 0 0 0 0 | 0 0300 0 0 0 0 0 | 0 1 0 0 1 | 1 0400 0 0 0 1 1 | 0 0 0 0 0 | 1 0500 0 0 0 0 0 | 0 1 0 0 1 | 1 0600 0 0 2 0 2 | 1 1 0 5 7 | 9 0700 3 0 3 0 6 | 3 3 3 4 13 | 19 0800 0 6 1 1 8 | 4 3 5 3 15 | 23 0900 3 2 7 7 19 | 3 5 7 9 24 | 43 1000 3 6 6 7 22 | 5 4 7 9 25 | 47 1100 8 9 5 5 27 | 3 9 8 9 29 | 56 1200 11 11 7 11 40 | 5 7 7 9 28 | 68 1300 9 9 4 9 31 | 8 9 8 5 30 | 61 1400 13 6 8 11 38 | 4 7 2 4 17 | 55 1500 9 12 14 9 44 | 5 3 6 5 19 | 63 1600 1 5 7 11 24 | 5 4 0 5 14 | 38 1700 4 5 4 4 17 | 6 5 2 1 14 | 31 1800 3 9 6 4 22 | 1 3 2 1 7 | 29 1900 1 5 3 5 14 | 5 2 1 0 8 | 22 2000 7 1 3 1 12 | 1 3 0 1 5 | 17 2100 1 3 3 0 7 | 3 0 0 0 3 | 10 2200 0 1 0 0 1 | 2 1 0 0 3 | 4 2300 0 0 0 0 0 | 0 0 0 0 0 | 0 --------------------------------------------------------------------------------------- 24-Hour Totals: 336 263 599 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 13 845 18 845 31 P.M. 1445 46 1245 34 1215 69 Daily 1445 46 1245 34 1215 69 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6005 Description: US-1 S OF SCHUMANN DR Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 10 9 6 40 | 10 8 9 7 34 | 74 0100 7 4 0 2 13 | 5 3 6 2 16 | 29 0200 8 2 5 7 22 | 3 3 10 6 22 | 44 0300 3 8 2 6 19 | 1 6 8 9 24 | 43 0400 5 8 15 11 39 | 13 8 12 18 51 | 90 0500 14 31 24 29 98 | 32 36 58 56 182 | 280 0600 46 68 99 114 327 | 65 119 183 174 541 | 868 0700 114 134 164 184 596 | 214 266 331 286 1097 | 1693 0800 173 202 200 206 781 | 277 261 222 231 991 | 1772 0900 179 159 216 213 767 | 197 219 198 229 843 | 1610 1000 195 182 209 200 786 | 215 219 219 206 859 | 1645 1100 208 215 217 205 845 | 239 216 226 215 896 | 1741 1200 219 235 222 192 868 | 215 204 233 226 878 | 1746 1300 233 255 194 230 912 | 224 226 256 208 914 | 1826 1400 230 213 231 221 895 | 216 204 246 233 899 | 1794 1500 250 269 284 290 1093 | 237 221 221 191 870 | 1963 1600 249 313 306 286 1154 | 224 212 200 211 847 | 2001 1700 282 345 302 249 1178 | 237 217 209 155 818 | 1996 1800 161 172 135 134 602 | 174 142 129 124 569 | 1171 1900 103 99 89 94 385 | 118 91 99 91 399 | 784 2000 88 86 70 64 308 | 76 77 59 78 290 | 598 2100 45 47 51 41 184 | 67 67 42 38 214 | 398 2200 42 37 22 20 121 | 36 44 23 24 127 | 248 2300 14 19 17 12 62 | 26 16 18 12 72 | 134 --------------------------------------------------------------------------------------- 24-Hour Totals: 12095 12453 24548 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 787 715 1160 730 1878 P.M. 1630 1219 1430 937 1645 2089 Daily 1630 1219 715 1160 1645 2089 Generated by SPS 5.0.49P Page 1 County: 88 Station: 6007 Description: SCHUMANN DR W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 4 2 0 2 8 | 3 7 5 0 15 | 23 0100 1 2 2 0 5 | 5 0 2 1 8 | 13 0200 1 0 1 1 3 | 1 2 0 0 3 | 6 0300 0 1 1 1 3 | 0 1 1 3 5 | 8 0400 1 1 0 3 5 | 0 1 1 1 3 | 8 0500 6 6 7 7 26 | 0 2 1 0 3 | 29 0600 13 16 36 30 95 | 3 12 5 5 25 | 120 0700 43 52 64 60 219 | 11 20 30 16 77 | 296 0800 59 46 63 61 229 | 31 31 33 17 112 | 341 0900 40 32 27 41 140 | 26 17 30 30 103 | 243 1000 38 22 29 30 119 | 31 21 36 23 111 | 230 1100 26 40 40 40 146 | 45 30 30 44 149 | 295 1200 31 25 27 33 116 | 45 38 29 38 150 | 266 1300 36 32 33 30 131 | 42 46 42 27 157 | 288 1400 35 33 23 32 123 | 45 28 41 49 163 | 286 1500 35 37 24 36 132 | 50 43 61 64 218 | 350 1600 28 33 36 39 136 | 59 43 52 60 214 | 350 1700 29 30 33 31 123 | 70 57 56 59 242 | 365 1800 25 24 16 32 97 | 49 33 40 48 170 | 267 1900 20 15 11 11 57 | 35 33 34 33 135 | 192 2000 10 17 6 8 41 | 31 21 31 29 112 | 153 2100 11 11 10 6 38 | 21 34 10 15 80 | 118 2200 3 4 3 3 13 | 10 8 15 9 42 | 55 2300 0 2 2 2 6 | 6 8 3 4 21 | 27 --------------------------------------------------------------------------------------- 24-Hour Totals: 2011 2318 4329 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 235 800 112 800 341 P.M. 1615 137 1645 243 1645 374 Daily 715 235 1645 243 1645 374 Generated by SPS 5.0.49P Page 1 County: 88 Station: 7001 Description: US-1 N OF BARBER ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 6 38 | 10 6 9 7 32 | 70 0100 5 5 4 6 20 | 8 9 2 7 26 | 46 0200 7 1 4 8 20 | 4 4 9 6 23 | 43 0300 3 8 2 7 20 | 1 7 8 8 24 | 44 0400 7 9 17 10 43 | 15 10 13 21 59 | 102 0500 16 29 21 35 101 | 32 37 60 53 182 | 283 0600 43 72 108 116 339 | 66 117 183 176 542 | 881 0700 108 138 179 199 624 | 220 277 322 286 1105 | 1729 0800 171 218 176 194 759 | 281 250 241 218 990 | 1749 0900 177 167 218 215 777 | 208 217 196 244 865 | 1642 1000 181 179 230 205 795 | 221 230 224 214 889 | 1684 1100 224 211 224 196 855 | 229 218 224 222 893 | 1748 1200 211 234 209 214 868 | 231 200 238 232 901 | 1769 1300 246 244 208 228 926 | 234 236 255 217 942 | 1868 1400 229 203 245 219 896 | 202 224 232 250 908 | 1804 1500 276 275 296 282 1129 | 242 235 220 202 899 | 2028 1600 255 317 333 285 1190 | 224 208 217 221 870 | 2060 1700 272 378 270 232 1152 | 256 213 226 159 854 | 2006 1800 168 173 126 134 601 | 173 141 118 126 558 | 1159 1900 114 102 80 104 400 | 121 92 80 103 396 | 796 2000 87 89 66 58 300 | 74 76 53 85 288 | 588 2100 46 44 47 44 181 | 61 75 45 38 219 | 400 2200 41 42 22 18 123 | 36 40 21 26 123 | 246 2300 13 21 20 15 69 | 26 16 17 10 69 | 138 --------------------------------------------------------------------------------------- 24-Hour Totals: 12226 12657 24883 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 767 715 1166 730 1906 P.M. 1630 1268 1430 959 1630 2175 Daily 1630 1268 715 1166 1630 2175 Generated by SPS 5.0.49P Page 1 County: 88 Station: 7005 Description: US-1 S OF BARBER ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 12 8 6 41 | 9 7 9 7 32 | 73 0100 6 5 1 4 16 | 6 3 8 2 19 | 35 0200 8 2 5 6 21 | 4 5 8 7 24 | 45 0300 5 7 2 3 17 | 0 6 9 11 26 | 43 0400 7 10 19 11 47 | 15 9 16 23 63 | 110 0500 17 24 27 33 101 | 37 38 68 57 200 | 301 0600 40 66 104 102 312 | 72 134 204 191 601 | 913 0700 115 119 168 178 580 | 250 292 375 331 1248 | 1828 0800 167 212 187 183 749 | 323 271 245 224 1063 | 1812 0900 192 146 205 205 748 | 202 221 194 240 857 | 1605 1000 184 179 223 202 788 | 200 233 214 195 842 | 1630 1100 216 203 233 223 875 | 209 218 224 208 859 | 1734 1200 190 239 244 227 900 | 221 197 239 225 882 | 1782 1300 215 251 215 250 931 | 207 228 268 192 895 | 1826 1400 232 243 238 245 958 | 206 208 221 229 864 | 1822 1500 256 314 300 342 1212 | 228 204 199 221 852 | 2064 1600 310 350 367 294 1321 | 212 196 187 209 804 | 2125 1700 346 406 299 250 1301 | 250 168 218 153 789 | 2090 1800 173 172 143 127 615 | 168 129 117 116 530 | 1145 1900 104 124 100 101 429 | 109 100 84 77 370 | 799 2000 102 99 78 62 341 | 81 69 60 74 284 | 625 2100 46 47 49 45 187 | 67 67 38 35 207 | 394 2200 36 50 23 17 126 | 36 41 20 22 119 | 245 2300 18 24 20 19 81 | 26 14 20 11 71 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 12697 12501 25198 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 774 715 1321 730 2025 P.M. 1630 1413 1245 928 1630 2227 Daily 1630 1413 715 1321 1630 2227 Generated by SPS 5.0.49P Page 1 County: 88 Station: 7007 Description: BARBER ST W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 1 1 1 3 | 2 0 0 1 3 | 6 0100 0 1 1 1 3 | 2 1 1 1 5 | 8 0200 0 1 1 2 4 | 1 1 2 0 4 | 8 0300 0 0 2 2 4 | 1 0 1 0 2 | 6 0400 1 1 6 2 10 | 0 3 3 2 8 | 18 0500 3 7 7 8 25 | 1 3 4 1 9 | 34 0600 11 19 37 34 101 | 4 4 12 13 33 | 134 0700 43 60 74 73 250 | 13 17 13 20 63 | 313 0800 76 57 71 56 260 | 19 30 31 34 114 | 374 0900 48 48 48 37 181 | 29 24 29 43 125 | 306 1000 46 57 39 48 190 | 37 31 36 47 151 | 341 1100 49 55 39 42 185 | 48 41 37 56 182 | 367 1200 45 41 45 50 181 | 40 36 57 34 167 | 348 1300 50 51 60 36 197 | 50 43 50 43 186 | 383 1400 46 29 50 46 171 | 41 56 50 48 195 | 366 1500 43 44 49 36 172 | 42 54 53 61 210 | 382 1600 38 31 36 46 151 | 54 64 65 61 244 | 395 1700 44 34 40 31 149 | 76 87 59 44 266 | 415 1800 34 29 20 23 106 | 41 37 25 29 132 | 238 1900 18 19 13 12 62 | 22 27 22 19 90 | 152 2000 19 13 9 10 51 | 26 17 19 15 77 | 128 2100 15 6 4 6 31 | 11 14 10 9 44 | 75 2200 5 6 1 0 12 | 6 10 4 2 22 | 34 2300 1 0 4 0 5 | 3 4 3 3 13 | 18 --------------------------------------------------------------------------------------- 24-Hour Totals: 2504 2345 4849 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 283 815 124 745 377 P.M. 1245 211 1630 289 1630 449 Daily 715 283 1630 289 1630 449 Generated by SPS 5.0.49P Page 1 County: 88 Station: 8001 Description: US-1 N OF 85TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 16 10 9 7 42 | 6 7 10 5 28 | 70 0100 3 4 6 3 16 | 6 9 2 3 20 | 36 0200 5 4 4 9 22 | 6 3 3 3 15 | 37 0300 2 2 4 7 15 | 4 2 9 3 18 | 33 0400 6 12 9 22 49 | 7 14 9 16 46 | 95 0500 9 23 28 47 107 | 31 30 47 48 156 | 263 0600 51 64 81 92 288 | 67 92 145 151 455 | 743 0700 112 137 195 173 617 | 184 221 356 311 1072 | 1689 0800 192 196 169 172 729 | 265 243 236 255 999 | 1728 0900 164 171 144 148 627 | 173 148 182 183 686 | 1313 1000 125 191 179 180 675 | 139 173 162 169 643 | 1318 1100 182 172 177 185 716 | 157 188 178 168 691 | 1407 1200 224 201 208 171 804 | 193 183 200 162 738 | 1542 1300 184 196 211 185 776 | 175 138 235 203 751 | 1527 1400 218 183 225 181 807 | 165 183 200 179 727 | 1534 1500 197 237 255 255 944 | 179 158 185 189 711 | 1655 1600 275 310 248 257 1090 | 183 164 179 161 687 | 1777 1700 236 383 257 218 1094 | 186 147 142 149 624 | 1718 1800 158 184 131 126 599 | 118 114 98 86 416 | 1015 1900 129 124 115 75 443 | 69 69 71 46 255 | 698 2000 93 77 88 72 330 | 65 53 50 48 216 | 546 2100 54 51 53 39 197 | 49 44 39 36 168 | 365 2200 47 36 30 33 146 | 32 32 25 23 112 | 258 2300 30 18 26 13 87 | 21 18 13 6 58 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals: 11220 10292 21512 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 756 730 1175 730 1931 P.M. 1645 1133 1330 786 1530 1816 Daily 1645 1133 730 1175 730 1931 Generated by SPS 5.0.49P Page 1 County: 88 Station: 8003 Description: 85TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 6 1 4 2 13 | 3 1 5 2 11 | 24 0100 4 5 3 3 15 | 4 1 2 5 12 | 27 0200 1 0 1 1 3 | 3 3 1 2 9 | 12 0300 2 0 1 1 4 | 4 2 7 7 20 | 24 0400 2 1 4 16 23 | 3 8 3 11 25 | 48 0500 2 20 33 37 92 | 13 7 17 18 55 | 147 0600 21 23 54 60 158 | 30 28 35 47 140 | 298 0700 73 92 136 174 475 | 59 64 84 80 287 | 762 0800 135 154 152 158 599 | 83 85 98 115 381 | 980 0900 130 117 108 112 467 | 97 84 91 128 400 | 867 1000 103 106 105 108 422 | 90 118 129 107 444 | 866 1100 100 112 121 126 459 | 106 117 125 116 464 | 923 1200 114 135 108 129 486 | 129 119 129 106 483 | 969 1300 121 111 137 124 493 | 140 147 152 126 565 | 1058 1400 113 128 129 110 480 | 155 129 121 152 557 | 1037 1500 110 108 135 119 472 | 173 161 157 167 658 | 1130 1600 115 102 90 112 419 | 172 149 171 125 617 | 1036 1700 98 91 89 58 336 | 129 85 106 75 395 | 731 1800 84 67 74 50 275 | 78 70 44 68 260 | 535 1900 41 53 64 46 204 | 45 35 41 39 160 | 364 2000 43 30 41 41 155 | 39 37 39 28 143 | 298 2100 32 25 30 18 105 | 24 28 26 18 96 | 201 2200 14 16 12 19 61 | 18 31 23 12 84 | 145 2300 8 6 7 10 31 | 10 13 8 8 39 | 70 --------------------------------------------------------------------------------------- 24-Hour Totals: 6247 6305 12552 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 745 615 815 395 815 989 P.M. 1330 502 1545 659 1515 1134 Daily 745 615 1545 659 1515 1134 Generated by SPS 5.0.49P Page 1 County: 88 Station: 8005 Description: US-1 S OF 85TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 9 9 13 52 | 5 9 16 7 37 | 89 0100 5 7 6 6 24 | 9 11 2 2 24 | 48 0200 8 10 5 7 30 | 7 5 6 2 20 | 50 0300 3 2 5 6 16 | 4 6 11 10 31 | 47 0400 7 12 10 21 50 | 9 20 21 24 74 | 124 0500 11 28 40 42 121 | 47 42 78 94 261 | 382 0600 46 64 77 102 289 | 116 148 225 221 710 | 999 0700 127 157 222 218 724 | 268 281 409 322 1280 | 2004 0800 198 209 201 210 818 | 333 267 305 321 1226 | 2044 0900 189 181 153 168 691 | 236 207 242 255 940 | 1631 1000 143 189 181 194 707 | 212 237 217 206 872 | 1579 1100 193 201 198 226 818 | 206 198 237 212 853 | 1671 1200 238 227 207 198 870 | 214 193 232 197 836 | 1706 1300 190 233 209 213 845 | 193 195 259 216 863 | 1708 1400 221 216 243 214 894 | 221 219 265 236 941 | 1835 1500 258 303 290 302 1153 | 210 231 224 244 909 | 2062 1600 351 413 304 314 1382 | 203 224 230 212 869 | 2251 1700 301 455 338 251 1345 | 191 171 177 180 719 | 2064 1800 182 180 145 121 628 | 159 146 116 118 539 | 1167 1900 148 131 137 95 511 | 104 75 76 60 315 | 826 2000 100 96 95 88 379 | 75 70 63 57 265 | 644 2100 80 68 69 64 281 | 54 55 48 46 203 | 484 2200 50 42 42 44 178 | 38 43 39 28 148 | 326 2300 39 25 30 18 112 | 26 22 25 15 88 | 200 --------------------------------------------------------------------------------------- 24-Hour Totals: 12918 13023 25941 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 847 715 1345 730 2178 P.M. 1645 1408 1430 942 1545 2271 Daily 1645 1408 715 1345 1545 2271 Generated by SPS 5.0.49P Page 1 County: 88 Station: 8007 Description: 85TH STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 10 9 4 11 34 | 7 7 4 6 24 | 58 0100 8 6 9 9 32 | 4 3 4 5 16 | 48 0200 6 5 2 0 13 | 6 4 3 2 15 | 28 0300 3 7 8 2 20 | 3 3 1 5 12 | 32 0400 2 9 10 18 39 | 3 6 6 9 24 | 63 0500 24 35 63 63 185 | 6 13 13 19 51 | 236 0600 57 76 150 168 451 | 14 22 27 43 106 | 557 0700 159 176 134 223 692 | 47 60 39 51 197 | 889 0800 187 177 193 216 773 | 52 71 63 54 240 | 1013 0900 151 153 129 110 543 | 57 41 66 85 249 | 792 1000 163 153 126 119 561 | 71 54 69 77 271 | 832 1100 103 145 142 158 548 | 70 64 70 66 270 | 818 1200 144 139 140 120 543 | 76 91 71 87 325 | 868 1300 134 131 116 125 506 | 88 80 91 80 339 | 845 1400 122 129 135 120 506 | 98 89 88 102 377 | 883 1500 144 148 175 138 605 | 83 115 128 126 452 | 1057 1600 135 101 137 97 470 | 145 157 121 117 540 | 1010 1700 121 111 102 84 418 | 137 134 103 81 455 | 873 1800 69 82 64 79 294 | 78 71 35 46 230 | 524 1900 69 53 51 47 220 | 31 42 49 37 159 | 379 2000 51 33 53 37 174 | 46 36 43 29 154 | 328 2100 23 32 38 38 131 | 22 30 30 33 115 | 246 2200 17 20 22 21 80 | 23 27 15 22 87 | 167 2300 10 13 13 6 42 | 28 21 12 11 72 | 114 --------------------------------------------------------------------------------------- 24-Hour Totals: 7880 4780 12660 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 745 780 815 245 745 1017 P.M. 1500 605 1530 556 1515 1110 Daily 745 780 1530 556 1515 1110 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3001 Description: US-1 N OF MAIN ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 12 17 10 8 47 | 19 7 9 11 46 | 93 0100 11 5 0 2 18 | 10 4 9 10 33 | 51 0200 7 3 4 5 19 | 1 8 9 4 22 | 41 0300 6 5 6 4 21 | 2 9 11 4 26 | 47 0400 9 12 8 20 49 | 11 5 12 21 49 | 98 0500 14 31 36 51 132 | 20 21 40 44 125 | 257 0600 54 81 119 146 400 | 49 89 115 116 369 | 769 0700 143 162 167 211 683 | 168 185 279 219 851 | 1534 0800 221 228 242 284 975 | 195 170 199 198 762 | 1737 0900 253 227 272 252 1004 | 210 197 250 258 915 | 1919 1000 248 292 270 275 1085 | 263 264 266 247 1040 | 2125 1100 283 273 285 278 1119 | 279 268 273 283 1103 | 2222 1200 279 285 280 306 1150 | 296 272 258 308 1134 | 2284 1300 266 300 278 272 1116 | 290 303 283 256 1132 | 2248 1400 305 276 266 253 1100 | 262 276 304 304 1146 | 2246 1500 237 309 282 312 1140 | 282 286 258 232 1058 | 2198 1600 261 270 300 308 1139 | 290 253 286 251 1080 | 2219 1700 255 312 281 264 1112 | 319 282 240 221 1062 | 2174 1800 195 167 150 155 667 | 219 177 183 159 738 | 1405 1900 123 116 118 83 440 | 175 127 133 137 572 | 1012 2000 91 99 106 68 364 | 112 96 111 116 435 | 799 2100 60 53 54 54 221 | 95 93 57 66 311 | 532 2200 46 40 35 22 143 | 52 51 34 26 163 | 306 2300 14 19 15 17 65 | 42 27 20 11 100 | 165 --------------------------------------------------------------------------------------- 24-Hour Totals: 14209 14272 28481 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 1036 715 878 845 1891 P.M. 1630 1175 1245 1184 1245 2334 Daily 1630 1175 1245 1184 1245 2334 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3003 Description: MAIN ST E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 0 1 1 3 | 5 2 4 1 12 | 15 0100 0 0 0 0 0 | 2 1 2 1 6 | 6 0200 0 0 0 0 0 | 1 1 0 0 2 | 2 0300 0 1 1 1 3 | 0 0 0 0 0 | 3 0400 0 0 0 0 0 | 1 0 0 0 1 | 1 0500 1 3 4 5 13 | 0 1 3 2 6 | 19 0600 4 2 5 12 23 | 1 3 5 4 13 | 36 0700 9 7 8 15 39 | 2 5 8 7 22 | 61 0800 15 8 12 14 49 | 7 29 18 18 72 | 121 0900 14 16 11 18 59 | 28 21 21 26 96 | 155 1000 25 21 23 13 82 | 18 26 36 18 98 | 180 1100 19 21 23 18 81 | 40 44 35 31 150 | 231 1200 35 16 22 26 99 | 31 44 42 41 158 | 257 1300 16 22 18 17 73 | 50 53 53 35 191 | 264 1400 16 20 10 20 66 | 48 33 40 44 165 | 231 1500 20 19 34 26 99 | 41 30 42 50 163 | 262 1600 25 26 17 25 93 | 44 36 36 46 162 | 255 1700 16 19 20 16 71 | 35 43 34 27 139 | 210 1800 25 15 17 6 63 | 37 24 18 29 108 | 171 1900 10 14 7 9 40 | 28 29 26 14 97 | 137 2000 7 8 5 9 29 | 20 19 24 26 89 | 118 2100 9 3 3 4 19 | 20 11 3 14 48 | 67 2200 5 3 1 1 10 | 2 7 13 2 24 | 34 2300 0 1 0 0 1 | 5 1 5 2 13 | 14 --------------------------------------------------------------------------------------- 24-Hour Totals: 1015 1835 2850 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 56 815 93 845 143 P.M. 1530 111 1245 197 1530 283 Daily 1530 111 1245 197 1530 283 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3005 Description: US-1 S OF MAIN ST Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 9 41 | 18 9 9 7 43 | 84 0100 12 5 0 2 19 | 10 5 10 7 32 | 51 0200 6 2 4 5 17 | 1 7 7 3 18 | 35 0300 3 5 5 3 16 | 1 6 9 6 22 | 38 0400 8 10 10 22 50 | 8 5 11 19 43 | 93 0500 14 31 33 44 122 | 20 24 42 39 125 | 247 0600 46 74 110 119 349 | 45 95 113 124 377 | 726 0700 126 149 154 198 627 | 155 165 267 183 770 | 1397 0800 193 195 221 252 861 | 184 160 163 149 656 | 1517 0900 224 182 223 244 873 | 182 193 197 223 795 | 1668 1000 225 255 220 254 954 | 218 231 233 210 892 | 1846 1100 256 245 268 270 1039 | 241 229 230 217 917 | 1956 1200 240 235 255 276 1006 | 240 223 225 249 937 | 1943 1300 244 285 233 228 990 | 248 246 239 222 955 | 1945 1400 252 241 237 230 960 | 234 232 253 247 966 | 1926 1500 219 291 261 288 1059 | 251 225 213 211 900 | 1959 1600 249 269 265 274 1057 | 247 224 237 241 949 | 2006 1700 232 275 284 245 1036 | 259 261 182 202 904 | 1940 1800 189 144 149 149 631 | 174 174 144 142 634 | 1265 1900 104 103 98 74 379 | 151 103 121 115 490 | 869 2000 91 95 84 57 327 | 95 82 97 111 385 | 712 2100 50 44 51 53 198 | 86 83 57 58 284 | 482 2200 46 43 29 21 139 | 46 48 31 22 147 | 286 2300 14 16 12 15 57 | 38 25 16 9 88 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals: 12807 12329 25136 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 892 715 799 845 1602 P.M. 1515 1089 1630 998 1630 2044 Daily 1515 1089 1630 998 1630 2044 Generated by SPS 5.0.49P Page 1 County: 88 Station: 3007 Description: MAIN ST W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 2 2 3 1 8 | 5 1 5 4 15 | 23 0100 1 0 1 0 2 | 5 0 1 5 11 | 13 0200 1 1 0 0 2 | 1 2 2 0 5 | 7 0300 2 3 5 4 14 | 0 3 2 2 7 | 21 0400 1 3 2 5 11 | 1 2 6 2 11 | 22 0500 5 5 12 17 39 | 3 0 5 7 15 | 54 0600 17 14 32 37 100 | 13 5 12 13 43 | 143 0700 49 54 63 62 228 | 22 24 37 57 140 | 368 0800 85 66 71 81 303 | 42 52 47 57 198 | 501 0900 62 90 85 75 312 | 62 57 62 70 251 | 563 1000 81 85 84 72 322 | 68 78 71 78 295 | 617 1100 80 89 71 67 307 | 81 74 79 112 346 | 653 1200 94 84 87 90 355 | 89 84 78 103 354 | 709 1300 83 92 77 84 336 | 89 110 91 82 372 | 708 1400 73 82 66 74 295 | 81 80 96 102 359 | 654 1500 74 83 83 78 318 | 78 89 85 99 351 | 669 1600 69 69 82 77 297 | 96 95 115 89 395 | 692 1700 63 73 45 67 248 | 88 109 90 92 379 | 627 1800 49 50 31 23 153 | 73 55 56 57 241 | 394 1900 35 31 32 27 125 | 42 62 48 46 198 | 323 2000 17 24 34 21 96 | 32 36 42 41 151 | 247 2100 17 13 9 12 51 | 28 18 15 20 81 | 132 2200 5 2 5 6 18 | 14 9 18 9 50 | 68 2300 2 2 2 2 8 | 12 3 9 3 27 | 35 --------------------------------------------------------------------------------------- 24-Hour Totals: 3948 4295 8243 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 318 845 238 845 556 P.M. 1200 355 1545 405 1245 735 Daily 1200 355 1545 405 1245 735 Generated by SPS 5.0.49P Page 1 County: 88 Station: 4001 Description: US-1 N OF SEBASTIAN BLVD WB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 9 41 | 18 9 9 7 43 | 84 0100 12 5 0 2 19 | 10 5 10 7 32 | 51 0200 6 2 4 5 17 | 1 7 7 3 18 | 35 0300 3 5 5 3 16 | 1 6 9 6 22 | 38 0400 8 10 10 22 50 | 8 5 11 19 43 | 93 0500 14 31 33 44 122 | 20 24 42 39 125 | 247 0600 46 74 110 119 349 | 45 95 113 124 377 | 726 0700 126 149 154 198 627 | 155 165 267 183 770 | 1397 0800 193 195 221 252 861 | 184 160 163 149 656 | 1517 0900 224 182 223 244 873 | 182 193 197 223 795 | 1668 1000 225 255 220 254 954 | 218 231 233 210 892 | 1846 1100 256 245 268 270 1039 | 241 229 230 217 917 | 1956 1200 240 235 255 276 1006 | 240 223 225 249 937 | 1943 1300 244 285 233 228 990 | 248 246 239 222 955 | 1945 1400 252 241 237 230 960 | 234 232 253 247 966 | 1926 1500 219 291 261 288 1059 | 251 225 213 211 900 | 1959 1600 249 269 265 274 1057 | 247 224 237 241 949 | 2006 1700 232 275 284 245 1036 | 259 261 182 202 904 | 1940 1800 189 144 149 149 631 | 174 174 144 142 634 | 1265 1900 104 103 98 74 379 | 151 103 121 115 490 | 869 2000 91 95 84 57 327 | 95 82 97 111 385 | 712 2100 50 44 51 53 198 | 86 83 57 58 284 | 482 2200 46 43 29 21 139 | 46 48 31 22 147 | 286 2300 14 16 12 15 57 | 38 25 16 9 88 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals: 12807 12329 25136 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 892 715 799 845 1602 P.M. 1515 1089 1630 998 1630 2044 Daily 1515 1089 1630 998 1630 2044 Generated by SPS 5.0.49P Page 1 County: 88 Station: 4005 Description: US-1 S OF SEBASTIAN BLVD WB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 17 13 9 54 | 14 10 8 8 40 | 94 0100 16 10 1 3 30 | 6 3 5 5 19 | 49 0200 7 5 7 6 25 | 1 8 6 5 20 | 45 0300 3 13 2 4 22 | 2 6 6 9 23 | 45 0400 10 13 10 22 55 | 8 4 11 19 42 | 97 0500 27 37 39 51 154 | 23 23 37 40 123 | 277 0600 62 107 143 146 458 | 43 78 106 107 334 | 792 0700 185 182 224 280 871 | 130 162 233 156 681 | 1552 0800 259 297 279 348 1183 | 180 140 157 124 601 | 1784 0900 309 242 320 295 1166 | 160 159 160 178 657 | 1823 1000 312 288 310 296 1206 | 172 181 175 168 696 | 1902 1100 302 311 334 275 1222 | 196 203 177 171 747 | 1969 1200 283 257 283 268 1091 | 196 176 176 198 746 | 1837 1300 274 303 265 247 1089 | 198 205 185 177 765 | 1854 1400 308 271 280 260 1119 | 173 180 198 206 757 | 1876 1500 253 313 330 300 1196 | 192 201 172 181 746 | 1942 1600 316 308 324 325 1273 | 192 160 162 194 708 | 1981 1700 282 337 324 279 1222 | 205 183 163 136 687 | 1909 1800 221 184 184 175 764 | 129 125 107 96 457 | 1221 1900 149 129 158 99 535 | 96 82 89 71 338 | 873 2000 127 120 103 80 430 | 76 62 66 66 270 | 700 2100 63 63 71 71 268 | 59 55 40 36 190 | 458 2200 66 65 36 25 192 | 30 36 26 20 112 | 304 2300 28 20 19 17 84 | 31 15 15 7 68 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 15709 9827 25536 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 1233 715 731 845 1822 P.M. 1600 1273 1430 797 1645 2013 Daily 1600 1273 1430 797 1645 2013 Generated by SPS 5.0.49P Page 1 County: 88 Station: 4007 Description: SEBASTIAN BLVD WB W OF US-1 Start Date: 05/01/2018 Start Time: 0000 ---------------------------------------- Direction: W Time 1st 2nd 3rd 4th Total ---------------------------------------- 0000 7 6 5 1 19 0100 5 8 6 3 22 0200 4 0 2 2 8 0300 0 3 2 3 8 0400 3 3 0 6 12 0500 5 10 9 13 37 0600 16 17 25 42 100 0700 48 46 70 91 255 0800 79 95 82 91 347 0900 92 96 114 125 427 1000 121 121 101 116 459 1100 117 132 122 123 494 1200 120 114 122 131 487 1300 129 129 126 111 495 1400 156 153 144 139 592 1500 125 138 157 134 554 1600 169 157 173 175 674 1700 180 205 127 147 659 1800 124 101 113 110 448 1900 93 78 99 85 355 2000 82 73 71 84 310 2100 56 52 45 60 213 2200 38 35 21 14 108 2300 27 19 9 6 61 ---------------------------------------- 24-Hour Totals: 7144 ---------------------------------------- Peak Volume Information Hour Volume A.M. 845 393 P.M. 1630 733 Daily 1630 733 Generated by SPS 5.0.49P Page 1 County: 88 Station: 5001 Description: US-1 N OF SEBASTIAN BLVD EB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 15 17 13 9 54 | 14 10 8 8 40 | 94 0100 16 10 1 3 30 | 6 3 5 5 19 | 49 0200 7 5 7 6 25 | 1 8 6 5 20 | 45 0300 3 13 2 4 22 | 2 6 6 9 23 | 45 0400 10 13 10 22 55 | 8 4 11 19 42 | 97 0500 27 37 39 51 154 | 23 23 37 40 123 | 277 0600 62 107 143 146 458 | 43 78 106 107 334 | 792 0700 185 182 224 280 871 | 130 162 233 156 681 | 1552 0800 259 297 279 348 1183 | 180 140 157 124 601 | 1784 0900 309 242 320 295 1166 | 160 159 160 178 657 | 1823 1000 312 288 310 296 1206 | 172 181 175 168 696 | 1902 1100 302 311 334 275 1222 | 196 203 177 171 747 | 1969 1200 283 257 283 268 1091 | 196 176 176 198 746 | 1837 1300 274 303 265 247 1089 | 198 205 185 177 765 | 1854 1400 308 271 280 260 1119 | 173 180 198 206 757 | 1876 1500 253 313 330 300 1196 | 192 201 172 181 746 | 1942 1600 316 308 324 325 1273 | 192 160 162 194 708 | 1981 1700 282 337 324 279 1222 | 205 183 163 136 687 | 1909 1800 221 184 184 175 764 | 129 125 107 96 457 | 1221 1900 149 129 158 99 535 | 96 82 89 71 338 | 873 2000 127 120 103 80 430 | 76 62 66 66 270 | 700 2100 63 63 71 71 268 | 59 55 40 36 190 | 458 2200 66 65 36 25 192 | 30 36 26 20 112 | 304 2300 28 20 19 17 84 | 31 15 15 7 68 | 152 --------------------------------------------------------------------------------------- 24-Hour Totals: 15709 9827 25536 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 1233 715 731 845 1822 P.M. 1600 1273 1430 797 1645 2013 Daily 1600 1273 1430 797 1645 2013 Generated by SPS 5.0.49P Page 1 County: 88 Station: 5005 Description: US-1 S OF SEBASTIAN BLVD EB Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 8 17 12 9 46 | 10 11 7 11 39 | 85 0100 13 7 0 1 21 | 7 5 7 4 23 | 44 0200 7 7 5 7 26 | 2 7 8 5 22 | 48 0300 4 8 1 5 18 | 3 6 7 11 27 | 45 0400 7 11 9 13 40 | 13 7 14 22 56 | 96 0500 19 28 22 33 102 | 27 29 50 55 161 | 263 0600 43 75 98 103 319 | 67 112 153 173 505 | 824 0700 138 154 181 224 697 | 203 242 320 259 1024 | 1721 0800 198 232 227 247 904 | 268 249 217 219 953 | 1857 0900 231 183 264 237 915 | 212 210 224 235 881 | 1796 1000 243 233 238 256 970 | 226 239 248 190 903 | 1873 1100 254 268 270 255 1047 | 262 232 235 236 965 | 2012 1200 271 240 267 254 1032 | 265 217 245 245 972 | 2004 1300 259 289 247 243 1038 | 251 250 247 219 967 | 2005 1400 295 248 275 233 1051 | 229 212 247 242 930 | 1981 1500 243 319 312 303 1177 | 251 242 233 225 951 | 2128 1600 302 300 332 317 1251 | 232 200 208 216 856 | 2107 1700 304 312 354 250 1220 | 262 217 218 164 861 | 2081 1800 186 164 146 145 641 | 174 125 158 126 583 | 1224 1900 104 97 100 93 394 | 109 106 112 96 423 | 817 2000 102 85 66 56 309 | 97 71 83 74 325 | 634 2100 50 49 55 44 198 | 74 67 47 38 226 | 424 2200 53 43 24 18 138 | 44 34 29 24 131 | 269 2300 22 21 15 15 73 | 29 17 13 8 67 | 140 --------------------------------------------------------------------------------------- 24-Hour Totals: 13627 12851 26478 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 937 730 1096 730 1931 P.M. 1645 1287 1245 993 1645 2200 Daily 1645 1287 730 1096 1645 2200 Generated by SPS 5.0.49P Page 1 County: 88 Station: 5007 Description: SEBASTIAN BLVD EB W OF US-1 Start Date: 05/01/2018 Start Time: 0000 ---------------------------------------- Direction: E Time 1st 2nd 3rd 4th Total ---------------------------------------- 0000 3 0 4 5 12 0100 1 5 1 0 7 0200 2 0 3 0 5 0300 1 2 4 2 9 0400 7 9 14 19 49 0500 15 20 26 42 103 0600 44 69 125 127 365 0700 142 148 164 243 697 0800 179 168 165 183 695 0900 157 126 164 169 616 1000 168 176 174 148 666 1100 189 141 195 160 685 1200 151 130 179 141 601 1300 187 124 134 149 594 1400 150 143 130 143 566 1500 134 134 162 149 579 1600 126 130 136 142 534 1700 130 130 127 130 517 1800 120 88 105 84 397 1900 72 85 66 46 269 2000 50 46 52 30 178 2100 41 26 27 31 125 2200 23 21 12 9 65 2300 10 4 3 6 23 ---------------------------------------- 24-Hour Totals: 8357 ---------------------------------------- Peak Volume Information Hour Volume A.M. 745 755 P.M. 1215 637 Daily 745 755 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9001 Description: US-1 N OF 53RD STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 25 11 12 11 59 | 5 8 15 10 38 | 97 0100 8 8 2 8 26 | 14 9 4 1 28 | 54 0200 6 9 7 5 27 | 6 5 6 3 20 | 47 0300 2 3 5 5 15 | 2 4 11 4 21 | 36 0400 9 11 16 16 52 | 11 20 24 29 84 | 136 0500 20 33 46 52 151 | 40 47 72 96 255 | 406 0600 53 69 82 141 345 | 91 143 237 256 727 | 1072 0700 152 181 243 253 829 | 252 329 379 437 1397 | 2226 0800 219 222 195 200 836 | 372 328 322 356 1378 | 2214 0900 201 204 183 195 783 | 277 234 238 262 1011 | 1794 1000 155 185 215 207 762 | 230 224 224 229 907 | 1669 1100 216 208 233 233 890 | 198 233 228 235 894 | 1784 1200 234 233 236 208 911 | 232 190 225 202 849 | 1760 1300 218 210 255 215 898 | 215 216 248 272 951 | 1849 1400 260 235 262 247 1004 | 209 238 251 288 986 | 1990 1500 276 321 280 336 1213 | 219 221 250 243 933 | 2146 1600 364 344 360 288 1356 | 219 227 253 206 905 | 2261 1700 419 430 353 248 1450 | 238 196 183 207 824 | 2274 1800 219 178 157 158 712 | 172 178 117 149 616 | 1328 1900 142 162 159 100 563 | 111 93 80 68 352 | 915 2000 109 125 107 96 437 | 68 79 67 58 272 | 709 2100 86 66 69 66 287 | 54 58 46 44 202 | 489 2200 64 38 56 43 201 | 45 42 30 31 148 | 349 2300 38 38 24 19 119 | 21 26 22 12 81 | 200 --------------------------------------------------------------------------------------- 24-Hour Totals: 13926 13879 27805 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 937 715 1517 730 2453 P.M. 1630 1497 1415 996 1630 2390 Daily 1630 1497 715 1517 730 2453 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9003 Description: 53RD STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 4 3 3 11 | 3 3 2 3 11 | 22 0100 3 0 2 0 5 | 7 3 0 3 13 | 18 0200 0 1 1 0 2 | 0 1 0 3 4 | 6 0300 0 0 5 3 8 | 0 2 1 2 5 | 13 0400 2 7 5 21 35 | 2 3 5 2 12 | 47 0500 13 12 31 41 97 | 6 11 13 19 49 | 146 0600 31 27 61 67 186 | 26 25 36 44 131 | 317 0700 104 143 154 201 602 | 64 77 90 90 321 | 923 0800 172 151 147 141 611 | 91 83 75 73 322 | 933 0900 149 90 117 121 477 | 91 75 75 84 325 | 802 1000 123 92 90 94 399 | 64 108 72 104 348 | 747 1100 82 111 113 118 424 | 87 90 112 112 401 | 825 1200 137 114 113 93 457 | 102 114 100 90 406 | 863 1300 112 110 98 136 456 | 116 99 101 90 406 | 862 1400 99 109 84 123 415 | 110 100 88 107 405 | 820 1500 105 102 107 117 431 | 95 132 116 133 476 | 907 1600 97 102 92 112 403 | 144 123 146 122 535 | 938 1700 110 102 74 93 379 | 168 149 141 80 538 | 917 1800 70 83 55 60 268 | 95 90 64 57 306 | 574 1900 41 47 38 51 177 | 49 64 70 48 231 | 408 2000 37 39 36 25 137 | 45 52 50 44 191 | 328 2100 26 25 20 8 79 | 37 27 29 26 119 | 198 2200 14 12 9 10 45 | 27 12 18 23 80 | 125 2300 7 5 9 8 29 | 8 13 11 6 38 | 67 --------------------------------------------------------------------------------------- 24-Hour Totals: 6133 5673 11806 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 678 730 354 730 1032 P.M. 1200 457 1630 585 1630 1001 Daily 730 678 1630 585 730 1032 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9005 Description: US-1 S OF 53RD STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 15 10 9 55 | 0 1 0 0 1 | 56 0100 3 6 4 9 22 | 2 0 0 1 3 | 25 0200 5 7 6 4 22 | 1 2 1 0 4 | 26 0300 2 3 4 8 17 | 0 1 1 1 3 | 20 0400 7 8 14 23 52 | 2 5 4 2 13 | 65 0500 16 25 36 39 116 | 7 18 19 43 87 | 203 0600 45 50 67 124 286 | 42 102 177 219 540 | 826 0700 141 157 145 168 611 | 166 258 297 351 1072 | 1683 0800 171 159 170 162 662 | 262 261 245 306 1074 | 1736 0900 204 145 163 150 662 | 187 219 175 221 802 | 1464 1000 143 161 151 188 643 | 178 183 211 189 761 | 1404 1100 161 191 178 232 762 | 171 173 180 187 711 | 1473 1200 209 185 203 142 739 | 193 183 169 184 729 | 1468 1300 188 172 194 200 754 | 165 189 206 193 753 | 1507 1400 174 215 197 192 778 | 192 187 201 210 790 | 1568 1500 244 240 243 252 979 | 188 172 186 205 751 | 1730 1600 296 292 276 250 1114 | 181 200 205 158 744 | 1858 1700 352 347 235 208 1142 | 194 173 166 150 683 | 1825 1800 169 161 123 137 590 | 145 131 88 100 464 | 1054 1900 154 127 134 104 519 | 71 71 59 45 246 | 765 2000 78 103 82 81 344 | 44 55 36 35 170 | 514 2100 81 66 67 43 257 | 37 38 30 28 133 | 390 2200 43 40 40 35 158 | 19 23 20 28 90 | 248 2300 37 33 24 16 110 | 18 14 18 10 60 | 170 --------------------------------------------------------------------------------------- 24-Hour Totals: 11394 10684 22078 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 695 730 1171 730 1814 P.M. 1630 1225 1545 791 1630 1955 Daily 1630 1225 730 1171 1630 1955 Generated by SPS 5.0.49P Page 1 County: 88 Station: 9007 Description: 53RD STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 0 2 0 2 | 3 4 2 2 11 | 13 0100 0 0 0 0 0 | 1 0 1 2 4 | 4 0200 1 0 2 0 3 | 0 1 0 2 3 | 6 0300 0 0 0 1 1 | 0 0 0 0 0 | 1 0400 2 2 1 9 14 | 0 2 2 3 7 | 21 0500 2 6 8 5 21 | 2 6 4 6 18 | 39 0600 15 13 36 27 91 | 11 8 19 25 63 | 154 0700 48 63 120 146 377 | 34 43 43 37 157 | 534 0800 89 88 81 84 342 | 50 46 40 46 182 | 524 0900 63 51 54 59 227 | 54 39 46 39 178 | 405 1000 54 51 54 41 200 | 43 57 41 52 193 | 393 1100 60 49 44 60 213 | 40 61 69 57 227 | 440 1200 77 64 51 50 242 | 70 70 70 48 258 | 500 1300 57 66 52 49 224 | 78 50 46 68 242 | 466 1400 72 61 43 69 245 | 47 90 69 72 278 | 523 1500 64 56 53 77 250 | 76 59 78 69 282 | 532 1600 66 56 51 63 236 | 89 61 77 76 303 | 539 1700 67 70 41 45 223 | 104 90 57 68 319 | 542 1800 35 44 31 28 138 | 56 61 53 43 213 | 351 1900 22 18 23 19 82 | 56 40 46 38 180 | 262 2000 13 12 9 10 44 | 28 20 26 27 101 | 145 2100 9 12 5 5 31 | 29 29 19 15 92 | 123 2200 2 3 10 5 20 | 12 12 17 8 49 | 69 2300 2 2 5 4 13 | 9 8 5 7 29 | 42 --------------------------------------------------------------------------------------- 24-Hour Totals: 3239 3389 6628 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 443 815 186 730 619 P.M. 1515 252 1630 347 1630 598 Daily 730 443 1630 347 730 619 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0101 Description: US-1 N OF 45TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 14 14 10 59 | 4 10 19 8 41 | 100 0100 5 8 4 8 25 | 13 9 4 1 27 | 52 0200 9 8 8 5 30 | 6 7 7 4 24 | 54 0300 3 3 3 6 15 | 2 5 8 5 20 | 35 0400 9 10 17 22 58 | 9 19 20 23 71 | 129 0500 17 25 41 40 123 | 34 52 50 85 221 | 344 0600 52 60 72 151 335 | 69 129 195 237 630 | 965 0700 184 180 151 217 732 | 202 303 322 469 1296 | 2028 0800 191 198 183 217 789 | 309 328 268 317 1222 | 2011 0900 212 186 195 184 777 | 250 217 216 230 913 | 1690 1000 192 172 215 208 787 | 226 226 227 224 903 | 1690 1100 203 228 223 282 936 | 189 213 224 221 847 | 1783 1200 257 226 256 200 939 | 225 215 234 221 895 | 1834 1300 256 206 260 237 959 | 210 220 255 252 937 | 1896 1400 234 245 243 246 968 | 232 225 202 295 954 | 1922 1500 270 300 253 307 1130 | 211 211 236 221 879 | 2009 1600 366 285 329 258 1238 | 228 203 238 183 852 | 2090 1700 397 370 282 226 1275 | 249 195 165 173 782 | 2057 1800 178 168 117 152 615 | 148 167 114 115 544 | 1159 1900 152 156 150 95 553 | 97 74 69 58 298 | 851 2000 93 103 85 85 366 | 56 70 59 45 230 | 596 2100 82 66 76 55 279 | 46 59 47 41 193 | 472 2200 47 47 45 39 178 | 36 34 35 31 136 | 314 2300 44 39 25 21 129 | 29 22 21 16 88 | 217 --------------------------------------------------------------------------------------- 24-Hour Totals: 13295 13003 26298 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 810 730 1428 730 2185 P.M. 1630 1354 1330 964 1630 2219 Daily 1630 1354 730 1428 1630 2219 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0103 Description: 45TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 12 9 5 8 34 | 8 6 4 6 24 | 58 0100 2 5 3 4 14 | 1 5 0 1 7 | 21 0200 2 6 7 0 15 | 2 0 4 1 7 | 22 0300 1 1 3 5 10 | 4 2 5 1 12 | 22 0400 3 2 11 6 22 | 4 0 4 5 13 | 35 0500 21 12 10 24 67 | 12 14 18 13 57 | 124 0600 26 36 24 45 131 | 14 15 33 50 112 | 243 0700 58 82 76 106 322 | 58 59 72 68 257 | 579 0800 97 81 78 89 345 | 61 61 53 52 227 | 572 0900 65 58 54 68 245 | 40 58 64 72 234 | 479 1000 73 55 65 72 265 | 58 57 59 55 229 | 494 1100 58 50 58 65 231 | 37 59 70 76 242 | 473 1200 68 46 51 54 219 | 70 45 53 72 240 | 459 1300 48 45 51 48 192 | 68 59 57 52 236 | 428 1400 55 55 55 62 227 | 72 61 59 85 277 | 504 1500 67 63 60 56 246 | 68 66 76 102 312 | 558 1600 62 66 41 51 220 | 72 84 63 54 273 | 493 1700 59 53 50 39 201 | 84 79 72 63 298 | 499 1800 57 34 34 30 155 | 66 55 31 33 185 | 340 1900 25 22 42 25 114 | 33 34 30 30 127 | 241 2000 27 24 38 28 117 | 21 49 28 17 115 | 232 2100 17 18 23 28 86 | 24 27 15 24 90 | 176 2200 19 16 15 12 62 | 25 24 12 13 74 | 136 2300 11 8 15 10 44 | 13 13 6 11 43 | 87 --------------------------------------------------------------------------------------- 24-Hour Totals: 3584 3691 7275 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 745 362 730 262 730 622 P.M. 1445 252 1530 334 1530 578 Daily 745 362 1530 334 730 622 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0105 Description: US-1 S OF 45TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 16 16 8 61 | 4 8 20 6 38 | 99 0100 8 9 5 13 35 | 12 9 4 4 29 | 64 0200 6 7 8 6 27 | 8 5 6 5 24 | 51 0300 2 2 4 10 18 | 4 6 7 6 23 | 41 0400 11 9 17 19 56 | 8 16 23 19 66 | 122 0500 13 26 39 40 118 | 33 53 50 77 213 | 331 0600 49 60 65 132 306 | 66 111 181 228 586 | 892 0700 157 173 203 180 713 | 171 289 271 416 1147 | 1860 0800 203 184 195 209 791 | 283 286 252 302 1123 | 1914 0900 193 174 176 209 752 | 240 203 212 210 865 | 1617 1000 171 197 210 191 769 | 213 218 201 214 846 | 1615 1100 228 185 235 256 904 | 171 195 203 210 779 | 1683 1200 261 235 223 230 949 | 204 188 215 220 827 | 1776 1300 226 232 215 236 909 | 193 202 215 228 838 | 1747 1400 217 266 251 256 990 | 207 232 198 263 900 | 1890 1500 293 291 255 310 1149 | 202 203 230 204 839 | 1988 1600 366 273 316 269 1224 | 234 197 251 192 874 | 2098 1700 411 345 282 196 1234 | 217 205 164 166 752 | 1986 1800 195 176 128 159 658 | 139 154 101 115 509 | 1167 1900 152 169 151 105 577 | 91 78 80 69 318 | 895 2000 95 95 94 96 380 | 64 75 60 39 238 | 618 2100 102 64 87 58 311 | 50 56 46 49 201 | 512 2200 51 48 57 38 194 | 34 31 33 34 132 | 326 2300 46 42 26 19 133 | 29 26 21 10 86 | 219 --------------------------------------------------------------------------------------- 24-Hour Totals: 13258 12253 25511 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 791 715 1259 730 2026 P.M. 1630 1341 1400 900 1630 2206 Daily 1630 1341 715 1259 1630 2206 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0107 Description: 45TH STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 5 12 5 8 30 | 7 6 5 3 21 | 51 0100 1 6 3 5 15 | 1 1 5 2 9 | 24 0200 1 2 2 1 6 | 2 2 2 1 7 | 13 0300 1 0 2 1 4 | 1 3 2 1 7 | 11 0400 3 1 4 5 13 | 2 3 8 11 24 | 37 0500 3 5 6 14 28 | 8 11 17 10 46 | 74 0600 11 15 17 27 70 | 13 12 16 29 70 | 140 0700 26 30 43 52 151 | 25 33 39 54 151 | 302 0800 43 47 35 29 154 | 30 34 36 37 137 | 291 0900 31 35 33 38 137 | 25 29 37 33 124 | 261 1000 42 44 47 33 166 | 37 27 26 24 114 | 280 1100 39 37 46 36 158 | 39 27 45 35 146 | 304 1200 46 47 35 49 177 | 38 37 33 40 148 | 325 1300 37 44 40 41 162 | 44 31 29 34 138 | 300 1400 43 43 55 56 197 | 40 37 40 44 161 | 358 1500 53 42 54 53 202 | 48 46 57 46 197 | 399 1600 42 49 39 45 175 | 53 55 50 26 184 | 359 1700 53 54 43 30 180 | 56 42 47 37 182 | 362 1800 39 41 31 33 144 | 31 28 39 36 134 | 278 1900 38 34 30 33 135 | 23 26 23 32 104 | 239 2000 22 37 29 29 117 | 40 31 26 22 119 | 236 2100 29 23 20 18 90 | 18 17 17 16 68 | 158 2200 17 20 14 11 62 | 15 17 14 19 65 | 127 2300 16 10 6 10 42 | 13 14 7 9 43 | 85 --------------------------------------------------------------------------------------- 24-Hour Totals: 2615 2399 5014 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 185 730 157 730 342 P.M. 1415 207 1530 211 1530 409 Daily 1415 207 1530 211 1530 409 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0111 Description: US-1 N OF 37TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 28 24 17 13 82 | 8 13 18 10 49 | 131 0100 11 12 5 17 45 | 11 8 5 5 29 | 74 0200 9 7 9 7 32 | 7 7 7 6 27 | 59 0300 3 3 3 9 18 | 6 6 7 8 27 | 45 0400 12 12 15 23 62 | 7 14 26 24 71 | 133 0500 18 30 44 45 137 | 35 53 57 84 229 | 366 0600 55 85 84 178 402 | 78 114 218 258 668 | 1070 0700 184 217 222 221 844 | 206 303 322 432 1263 | 2107 0800 213 243 194 251 901 | 346 354 317 378 1395 | 2296 0900 223 184 234 212 853 | 288 281 249 279 1097 | 1950 1000 196 227 237 249 909 | 232 280 253 267 1032 | 1941 1100 222 254 237 311 1024 | 227 218 273 265 983 | 2007 1200 265 279 276 243 1063 | 245 241 227 254 967 | 2030 1300 259 248 272 269 1048 | 243 249 265 255 1012 | 2060 1400 237 308 291 297 1133 | 274 267 265 268 1074 | 2207 1500 309 314 307 310 1240 | 278 245 265 299 1087 | 2327 1600 401 351 345 334 1431 | 274 264 297 254 1089 | 2520 1700 459 374 311 229 1373 | 295 259 233 184 971 | 2344 1800 233 169 196 153 751 | 187 188 153 147 675 | 1426 1900 177 196 152 116 641 | 126 114 98 109 447 | 1088 2000 115 125 96 128 464 | 94 91 91 63 339 | 803 2100 115 83 101 77 376 | 60 60 77 54 251 | 627 2200 60 56 69 40 225 | 39 35 43 42 159 | 384 2300 59 51 44 26 180 | 26 35 22 16 99 | 279 --------------------------------------------------------------------------------------- 24-Hour Totals: 15234 15040 30274 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 911 730 1454 730 2353 P.M. 1630 1512 1545 1134 1630 2617 Daily 1630 1512 730 1454 1630 2617 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0113 Description: 37TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 1 2 0 3 | 8 4 6 2 20 | 23 0100 0 0 0 0 0 | 2 1 1 3 7 | 7 0200 1 1 0 0 2 | 2 1 2 2 7 | 9 0300 0 4 1 0 5 | 0 0 0 0 0 | 5 0400 3 2 4 14 23 | 3 1 1 4 9 | 32 0500 18 17 23 37 95 | 2 2 4 7 15 | 110 0600 25 57 109 108 299 | 11 7 21 21 60 | 359 0700 87 111 147 211 556 | 61 55 50 45 211 | 767 0800 169 156 143 140 608 | 73 67 81 95 316 | 924 0900 112 110 149 120 491 | 141 122 113 119 495 | 986 1000 114 130 126 93 463 | 145 164 140 156 605 | 1068 1100 101 90 97 92 380 | 161 160 164 206 691 | 1071 1200 76 82 104 114 376 | 192 148 127 111 578 | 954 1300 122 112 125 129 488 | 130 110 137 153 530 | 1018 1400 111 93 112 113 429 | 136 182 167 159 644 | 1073 1500 93 89 73 86 341 | 204 186 178 168 736 | 1077 1600 73 54 54 42 223 | 234 181 234 179 828 | 1051 1700 39 33 35 32 139 | 274 166 132 85 657 | 796 1800 38 43 50 22 153 | 89 57 65 66 277 | 430 1900 17 17 22 15 71 | 69 67 60 38 234 | 305 2000 11 16 9 4 40 | 42 33 31 21 127 | 167 2100 5 11 6 8 30 | 22 14 22 14 72 | 102 2200 6 5 12 17 40 | 12 12 15 14 53 | 93 2300 11 7 2 3 23 | 33 35 12 7 87 | 110 --------------------------------------------------------------------------------------- 24-Hour Totals: 5278 7259 12537 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 683 845 471 845 982 P.M. 1300 488 1615 868 1415 1123 Daily 730 683 1615 868 1415 1123 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0115 Description: US-1 S OF 37TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 22 24 15 11 72 | 12 16 20 11 59 | 131 0100 11 12 7 12 42 | 13 9 5 6 33 | 75 0200 9 8 8 6 31 | 8 8 8 7 31 | 62 0300 3 4 4 8 19 | 6 3 6 8 23 | 42 0400 15 12 16 27 70 | 7 14 25 17 63 | 133 0500 28 37 52 66 183 | 26 48 45 72 191 | 374 0600 67 106 133 212 518 | 73 89 156 214 532 | 1050 0700 224 254 301 323 1102 | 191 265 271 361 1088 | 2190 0800 295 313 267 297 1172 | 306 348 285 376 1315 | 2487 0900 249 231 296 250 1026 | 303 326 250 299 1178 | 2204 1000 242 263 266 274 1045 | 290 330 291 324 1235 | 2280 1100 241 266 275 295 1077 | 295 287 344 359 1285 | 2362 1200 260 279 312 278 1129 | 330 293 268 286 1177 | 2306 1300 312 316 304 309 1241 | 288 283 286 307 1164 | 2405 1400 278 320 313 325 1236 | 307 343 320 333 1303 | 2539 1500 323 320 306 319 1268 | 361 333 349 353 1396 | 2664 1600 375 339 330 286 1330 | 392 330 398 347 1467 | 2797 1700 424 341 294 240 1299 | 438 353 279 235 1305 | 2604 1800 233 191 180 141 745 | 234 209 165 174 782 | 1527 1900 157 176 140 120 593 | 156 136 111 124 527 | 1120 2000 104 127 87 119 437 | 118 103 105 69 395 | 832 2100 112 86 93 77 368 | 74 62 75 67 278 | 646 2200 59 56 67 48 230 | 42 42 45 46 175 | 405 2300 51 39 41 23 154 | 41 48 31 19 139 | 293 --------------------------------------------------------------------------------------- 24-Hour Totals: 16387 17141 33528 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1232 800 1315 730 2518 P.M. 1630 1381 1630 1536 1630 2917 Daily 1630 1381 1630 1536 1630 2917 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0121 Description: 11TH AVE N OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 0 0 0 2 2 | 0 3 0 0 3 | 5 0100 0 1 0 2 3 | 0 0 0 0 0 | 3 0200 2 0 0 0 2 | 2 0 0 0 2 | 4 0300 2 1 4 0 7 | 0 0 0 0 0 | 7 0400 0 3 2 0 5 | 0 2 3 3 8 | 13 0500 0 0 0 0 0 | 0 0 0 0 0 | 0 0600 3 6 13 6 28 | 0 0 5 8 13 | 41 0700 12 13 15 19 59 | 9 4 8 14 35 | 94 0800 15 15 18 26 74 | 8 9 22 15 54 | 128 0900 16 15 12 17 60 | 13 11 13 30 67 | 127 1000 30 23 18 23 94 | 33 19 28 32 112 | 206 1100 21 20 31 27 99 | 37 27 33 24 121 | 220 1200 30 23 28 12 93 | 44 29 24 26 123 | 216 1300 18 26 20 28 92 | 26 16 10 16 68 | 160 1400 27 15 13 34 89 | 10 15 16 9 50 | 139 1500 25 21 22 14 82 | 16 10 16 12 54 | 136 1600 25 28 21 22 96 | 22 16 10 12 60 | 156 1700 26 16 16 23 81 | 11 10 13 12 46 | 127 1800 14 13 14 9 50 | 9 8 11 5 33 | 83 1900 10 10 8 13 41 | 4 0 7 2 13 | 54 2000 7 15 4 1 27 | 5 3 2 14 24 | 51 2100 7 7 4 9 27 | 0 3 2 2 7 | 34 2200 3 1 2 2 8 | 0 5 4 3 12 | 20 2300 6 2 0 2 10 | 2 0 2 0 4 | 14 --------------------------------------------------------------------------------------- 24-Hour Totals: 1129 909 2038 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 75 830 61 830 136 P.M. 1445 102 1200 123 1200 216 Daily 1130 111 1130 130 1130 241 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0123 Description: US-1 E OF 11TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 17 17 10 13 57 | 15 12 8 13 48 | 105 0100 5 12 7 8 32 | 9 9 9 5 32 | 64 0200 9 13 4 3 29 | 9 7 9 6 31 | 60 0300 2 6 2 3 13 | 7 5 5 8 25 | 38 0400 5 11 13 17 46 | 5 13 14 19 51 | 97 0500 19 22 27 35 103 | 19 29 42 30 120 | 223 0600 29 67 73 75 244 | 50 71 95 116 332 | 576 0700 91 109 121 158 479 | 132 162 202 226 722 | 1201 0800 189 185 161 190 725 | 156 180 172 177 685 | 1410 0900 212 198 232 188 830 | 176 191 188 171 726 | 1556 1000 164 178 263 204 809 | 204 177 199 217 797 | 1606 1100 173 175 176 183 707 | 224 209 215 230 878 | 1585 1200 201 212 145 191 749 | 212 243 221 233 909 | 1658 1300 266 256 218 215 955 | 242 251 250 276 1019 | 1974 1400 277 229 235 255 996 | 234 236 237 254 961 | 1957 1500 264 230 194 223 911 | 245 230 252 229 956 | 1867 1600 229 251 262 232 974 | 235 206 201 239 881 | 1855 1700 235 237 184 162 818 | 283 266 187 196 932 | 1750 1800 176 173 156 119 624 | 201 146 132 120 599 | 1223 1900 88 100 101 102 391 | 127 98 92 96 413 | 804 2000 102 88 73 67 330 | 94 89 69 80 332 | 662 2100 66 77 39 45 227 | 70 87 69 58 284 | 511 2200 24 26 29 22 101 | 46 53 37 26 162 | 263 2300 25 21 19 11 76 | 17 24 28 22 91 | 167 --------------------------------------------------------------------------------------- 24-Hour Totals: 11226 11986 23212 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 832 730 764 845 1564 P.M. 1400 996 1300 1019 1315 1977 Daily 1400 996 1300 1019 1315 1977 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0125 Description: 11TH AVE S OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 2 3 3 0 8 | 3 2 3 0 8 | 16 0100 2 2 1 3 8 | 3 0 5 1 9 | 17 0200 0 1 0 0 1 | 10 4 3 1 18 | 19 0300 1 0 2 2 5 | 2 3 2 1 8 | 13 0400 2 0 2 0 4 | 0 0 3 3 6 | 10 0500 0 0 3 2 5 | 0 3 3 0 6 | 11 0600 3 4 13 9 29 | 4 6 10 18 38 | 67 0700 12 6 15 14 47 | 29 22 39 31 121 | 168 0800 20 24 17 26 87 | 33 26 48 28 135 | 222 0900 13 19 19 25 76 | 35 24 35 26 120 | 196 1000 22 23 28 23 96 | 38 38 38 24 138 | 234 1100 20 17 32 33 102 | 19 38 48 33 138 | 240 1200 32 33 26 18 109 | 38 29 38 45 150 | 259 1300 25 26 21 40 112 | 48 40 45 31 164 | 276 1400 33 20 24 33 110 | 33 43 45 43 164 | 274 1500 23 23 18 29 93 | 52 40 50 72 214 | 307 1600 27 17 27 17 88 | 64 55 36 31 186 | 274 1700 23 20 14 26 83 | 70 42 41 31 184 | 267 1800 13 20 18 14 65 | 27 31 22 12 92 | 157 1900 18 13 8 15 54 | 18 24 19 5 66 | 120 2000 22 13 14 6 55 | 17 21 16 17 71 | 126 2100 8 10 11 8 37 | 14 6 17 12 49 | 86 2200 8 8 3 1 20 | 6 14 3 6 29 | 49 2300 8 5 7 0 20 | 4 4 3 1 12 | 32 --------------------------------------------------------------------------------------- 24-Hour Totals: 1314 2126 3440 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 87 745 138 800 222 P.M. 1315 120 1530 241 1530 332 Daily 1130 130 1530 241 1530 332 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0127 Description: US-1 W OF 11TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 18 12 8 11 49 | 18 13 9 12 52 | 101 0100 7 9 7 4 27 | 9 8 7 6 30 | 57 0200 7 8 4 7 26 | 7 7 8 6 28 | 54 0300 3 7 4 5 19 | 6 6 4 9 25 | 44 0400 7 10 10 15 42 | 5 14 15 17 51 | 93 0500 17 22 24 39 102 | 15 25 42 33 115 | 217 0600 32 70 76 79 257 | 48 71 98 110 327 | 584 0700 93 118 124 177 512 | 127 150 177 198 652 | 1164 0800 188 212 173 203 776 | 160 176 168 170 674 | 1450 0900 218 223 220 235 896 | 157 169 171 162 659 | 1555 1000 173 222 251 236 882 | 180 156 189 181 706 | 1588 1100 192 219 197 187 795 | 181 180 202 185 748 | 1543 1200 235 232 165 184 816 | 196 197 194 205 792 | 1608 1300 269 292 224 233 1018 | 220 211 224 244 899 | 1917 1400 273 239 242 270 1024 | 217 227 218 224 886 | 1910 1500 258 255 229 262 1004 | 200 191 227 208 826 | 1830 1600 255 298 275 274 1102 | 215 201 193 231 840 | 1942 1700 269 297 220 190 976 | 264 259 184 166 873 | 1849 1800 199 195 175 127 696 | 187 141 131 120 579 | 1275 1900 97 101 110 105 413 | 115 90 86 86 377 | 790 2000 101 90 82 75 348 | 94 85 66 71 316 | 664 2100 75 68 44 47 234 | 69 80 61 54 264 | 498 2200 23 32 26 17 98 | 48 47 29 25 149 | 247 2300 27 19 21 9 76 | 18 28 25 20 91 | 167 --------------------------------------------------------------------------------------- 24-Hour Totals: 12188 10959 23147 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 864 730 711 845 1531 P.M. 1615 1116 1630 947 1630 2062 Daily 1615 1116 1630 947 1630 2062 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0131 Description: 10TH AVE N OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 0 2 1 4 | 0 1 1 0 2 | 6 0100 0 0 2 0 2 | 0 0 0 0 0 | 2 0200 0 0 0 0 0 | 0 0 0 0 0 | 0 0300 1 1 0 1 3 | 0 1 0 0 1 | 4 0400 0 0 0 0 0 | 0 0 0 1 1 | 1 0500 0 2 0 4 6 | 3 1 2 1 7 | 13 0600 1 3 6 10 20 | 4 3 3 7 17 | 37 0700 21 15 13 14 63 | 17 6 12 15 50 | 113 0800 26 25 18 20 89 | 19 20 24 21 84 | 173 0900 21 14 15 22 72 | 24 14 11 10 59 | 131 1000 24 27 31 33 115 | 16 20 24 24 84 | 199 1100 24 14 34 23 95 | 23 22 26 31 102 | 197 1200 20 17 20 23 80 | 29 24 18 28 99 | 179 1300 37 24 21 23 105 | 21 17 25 27 90 | 195 1400 28 33 21 18 100 | 33 18 10 20 81 | 181 1500 30 38 15 32 115 | 25 25 14 21 85 | 200 1600 28 24 23 26 101 | 21 30 21 21 93 | 194 1700 22 26 24 12 84 | 26 29 24 17 96 | 180 1800 13 15 10 8 46 | 11 12 16 16 55 | 101 1900 7 7 8 5 27 | 11 19 8 9 47 | 74 2000 9 7 14 10 40 | 9 12 6 11 38 | 78 2100 15 3 4 7 29 | 8 2 4 0 14 | 43 2200 3 6 2 10 21 | 4 1 4 3 12 | 33 2300 7 5 2 3 17 | 6 5 2 3 16 | 33 --------------------------------------------------------------------------------------- 24-Hour Totals: 1234 1133 2367 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 89 815 89 800 173 P.M. 1500 115 1330 103 1330 208 Daily 1000 115 1130 110 1330 208 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0133 Description: US-1 E OF 10TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 26 15 5 66 | 16 13 9 11 49 | 115 0100 7 9 5 6 27 | 8 9 10 5 32 | 59 0200 2 6 5 5 18 | 7 5 9 5 26 | 44 0300 5 10 6 8 29 | 6 5 4 8 23 | 52 0400 8 16 6 14 44 | 4 13 14 19 50 | 94 0500 17 21 23 30 91 | 15 29 39 34 117 | 208 0600 30 53 55 66 204 | 53 72 92 114 331 | 535 0700 74 101 135 162 472 | 124 170 192 199 685 | 1157 0800 139 127 139 145 550 | 142 202 148 193 685 | 1235 0900 170 137 132 148 587 | 163 175 189 152 679 | 1266 1000 175 133 162 141 611 | 204 178 202 178 762 | 1373 1100 184 161 163 205 713 | 162 207 194 220 783 | 1496 1200 216 197 168 160 741 | 222 242 211 211 886 | 1627 1300 174 168 148 153 643 | 229 271 253 231 984 | 1627 1400 167 168 187 168 690 | 225 244 231 235 935 | 1625 1500 168 216 176 191 751 | 225 245 226 221 917 | 1668 1600 194 196 202 200 792 | 233 191 203 217 844 | 1636 1700 215 200 169 127 711 | 266 246 170 192 874 | 1585 1800 131 114 97 100 442 | 190 146 129 134 599 | 1041 1900 107 89 77 66 339 | 136 99 84 86 405 | 744 2000 101 66 69 69 305 | 80 77 72 88 317 | 622 2100 52 64 54 45 215 | 68 81 72 47 268 | 483 2200 33 30 27 27 117 | 50 48 42 30 170 | 287 2300 27 22 25 16 90 | 24 25 26 21 96 | 186 --------------------------------------------------------------------------------------- 24-Hour Totals: 9248 11517 20765 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 591 730 735 845 1304 P.M. 1630 817 1300 984 1630 1749 Daily 1630 817 1300 984 1630 1749 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0135 Description: 10TH AVE S OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 1 1 0 0 2 | 1 1 2 2 6 | 8 0100 1 0 1 0 2 | 1 0 0 1 2 | 4 0200 0 0 0 1 1 | 1 3 3 0 7 | 8 0300 0 1 1 0 2 | 2 1 1 1 5 | 7 0400 0 1 1 1 3 | 0 1 0 0 1 | 4 0500 3 2 2 2 9 | 3 3 2 3 11 | 20 0600 4 2 3 8 17 | 1 7 6 9 23 | 40 0700 10 11 13 24 58 | 13 10 24 29 76 | 134 0800 21 24 20 20 85 | 27 27 29 24 107 | 192 0900 26 23 28 24 101 | 27 33 23 31 114 | 215 1000 23 23 33 28 107 | 34 29 30 33 126 | 233 1100 33 33 25 33 124 | 34 27 40 38 139 | 263 1200 49 34 31 30 144 | 35 34 30 45 144 | 288 1300 40 49 33 28 150 | 45 35 38 40 158 | 308 1400 58 38 21 38 155 | 44 41 37 29 151 | 306 1500 37 37 19 39 132 | 45 34 33 34 146 | 278 1600 33 48 48 26 155 | 39 40 38 36 153 | 308 1700 35 29 20 24 108 | 39 38 25 32 134 | 242 1800 20 23 19 10 72 | 33 34 15 10 92 | 164 1900 13 17 11 6 47 | 20 13 15 10 58 | 105 2000 16 9 4 11 40 | 21 19 11 8 59 | 99 2100 10 9 2 3 24 | 20 13 13 6 52 | 76 2200 3 3 4 0 10 | 10 10 6 2 28 | 38 2300 5 2 2 2 11 | 5 5 5 4 19 | 30 --------------------------------------------------------------------------------------- 24-Hour Totals: 1559 1811 3370 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 97 830 113 845 204 P.M. 1315 168 1245 163 1315 325 Daily 1315 168 1245 163 1315 325 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0137 Description: US-1 W OF 10TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 17 17 10 13 57 | 15 12 8 13 48 | 105 0100 5 12 7 8 32 | 9 9 9 5 32 | 64 0200 9 13 4 3 29 | 9 7 9 6 31 | 60 0300 2 6 2 3 13 | 7 5 5 8 25 | 38 0400 5 11 13 17 46 | 5 13 14 19 51 | 97 0500 19 22 27 35 103 | 19 29 42 30 120 | 223 0600 29 67 73 75 244 | 50 71 95 116 332 | 576 0700 91 109 121 158 479 | 132 162 202 226 722 | 1201 0800 189 185 161 190 725 | 156 180 172 177 685 | 1410 0900 212 198 232 188 830 | 176 191 188 171 726 | 1556 1000 164 178 263 204 809 | 204 177 199 217 797 | 1606 1100 173 175 176 183 707 | 224 209 215 230 878 | 1585 1200 201 212 145 191 749 | 212 243 221 233 909 | 1658 1300 266 256 218 215 955 | 242 251 250 276 1019 | 1974 1400 277 229 235 255 996 | 234 236 237 254 961 | 1957 1500 264 230 194 223 911 | 245 230 252 229 956 | 1867 1600 229 251 262 232 974 | 235 206 201 239 881 | 1855 1700 235 237 184 162 818 | 283 266 187 196 932 | 1750 1800 176 173 156 119 624 | 201 146 132 120 599 | 1223 1900 88 100 101 102 391 | 127 98 92 96 413 | 804 2000 102 88 73 67 330 | 94 89 69 80 332 | 662 2100 66 77 39 45 227 | 70 87 69 58 284 | 511 2200 24 26 29 22 101 | 46 53 37 26 162 | 263 2300 25 21 19 11 76 | 17 24 28 22 91 | 167 --------------------------------------------------------------------------------------- 24-Hour Totals: 11226 11986 23212 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 832 730 764 845 1564 P.M. 1400 996 1300 1019 1315 1977 Daily 1400 996 1300 1019 1315 1977 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0171 Description: US-1 N OF OSLO RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 20 19 15 74 | 23 29 28 19 99 | 173 0100 12 5 8 15 40 | 16 8 15 11 50 | 90 0200 8 4 10 10 32 | 12 9 10 9 40 | 72 0300 7 13 14 10 44 | 5 5 10 5 25 | 69 0400 16 23 32 43 114 | 3 20 20 16 59 | 173 0500 36 46 81 100 263 | 39 36 54 71 200 | 463 0600 116 174 271 294 855 | 75 89 139 155 458 | 1313 0700 366 440 546 460 1812 | 159 248 230 200 837 | 2649 0800 433 425 424 389 1671 | 214 223 236 216 889 | 2560 0900 285 294 333 298 1210 | 227 207 216 228 878 | 2088 1000 291 266 319 288 1164 | 248 260 262 276 1046 | 2210 1100 284 305 273 259 1121 | 291 289 275 278 1133 | 2254 1200 258 302 310 293 1163 | 323 340 287 297 1247 | 2410 1300 302 277 300 275 1154 | 306 309 292 259 1166 | 2320 1400 267 284 274 337 1162 | 322 329 299 301 1251 | 2413 1500 278 283 359 314 1234 | 353 338 368 425 1484 | 2718 1600 283 284 293 324 1184 | 414 408 432 389 1643 | 2827 1700 333 312 301 283 1229 | 460 505 416 351 1732 | 2961 1800 261 208 199 179 847 | 331 288 258 219 1096 | 1943 1900 184 177 122 123 606 | 220 211 191 174 796 | 1402 2000 106 120 105 93 424 | 152 165 152 150 619 | 1043 2100 79 88 68 89 324 | 145 155 121 101 522 | 846 2200 71 52 71 50 244 | 87 86 62 65 300 | 544 2300 43 29 31 24 127 | 81 59 46 35 221 | 348 --------------------------------------------------------------------------------------- 24-Hour Totals: 18098 17791 35889 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 1879 815 902 715 2771 P.M. 1645 1270 1630 1786 1630 3048 Daily 715 1879 1630 1786 1630 3048 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0173 Description: OSLO RD E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 3 2 0 1 6 | 3 3 3 3 12 | 18 0100 0 0 0 0 0 | 1 1 2 3 7 | 7 0200 0 1 0 0 1 | 1 2 2 0 5 | 6 0300 0 0 0 3 3 | 1 2 1 2 6 | 9 0400 1 0 1 6 8 | 1 2 3 6 12 | 20 0500 1 1 3 4 9 | 3 0 10 10 23 | 32 0600 3 3 4 7 17 | 9 7 6 10 32 | 49 0700 14 16 19 18 67 | 20 17 16 25 78 | 145 0800 19 19 26 33 97 | 24 29 18 28 99 | 196 0900 23 20 17 20 80 | 24 24 32 29 109 | 189 1000 15 22 13 23 73 | 24 34 34 38 130 | 203 1100 22 28 31 26 107 | 46 40 52 61 199 | 306 1200 37 38 36 42 153 | 51 94 80 73 298 | 451 1300 30 41 26 25 122 | 73 73 58 66 270 | 392 1400 31 28 28 31 118 | 52 61 41 48 202 | 320 1500 30 27 33 31 121 | 72 51 68 48 239 | 360 1600 31 34 37 40 142 | 52 66 73 70 261 | 403 1700 34 34 35 44 147 | 108 70 69 73 320 | 467 1800 27 28 38 26 119 | 81 76 70 54 281 | 400 1900 25 17 26 20 88 | 65 66 48 45 224 | 312 2000 15 17 25 15 72 | 42 38 38 40 158 | 230 2100 14 10 6 10 40 | 34 21 24 23 102 | 142 2200 3 6 3 9 21 | 23 14 15 10 62 | 83 2300 4 2 0 1 7 | 17 12 6 4 39 | 46 --------------------------------------------------------------------------------------- 24-Hour Totals: 1618 3168 4786 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 102 845 108 845 201 P.M. 1200 153 1630 321 1700 467 Daily 1200 153 1630 321 1700 467 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0175 Description: US-1 S OF OSLO RD Start Date: 05/01/2018 Start Time: 0000 ---------------------------------------- Direction: N Time 1st 2nd 3rd 4th Total ---------------------------------------- 0000 20 16 15 13 64 0100 14 6 9 11 40 0200 9 8 11 8 36 0300 8 10 15 8 41 0400 14 25 31 49 119 0500 27 38 72 106 243 0600 105 166 260 271 802 0700 329 379 474 405 1587 0800 345 356 333 334 1368 0900 246 270 294 263 1073 1000 254 255 294 252 1055 1100 259 262 230 222 973 1200 233 276 265 312 1086 1300 245 264 294 236 1039 1400 239 244 265 310 1058 1500 264 253 310 300 1127 1600 262 287 294 355 1198 1700 283 311 280 218 1092 1800 244 183 181 163 771 1900 156 142 138 110 546 2000 108 114 95 86 403 2100 71 80 53 92 296 2200 61 50 56 36 203 2300 33 26 25 25 109 ---------------------------------------- 24-Hour Totals: 16329 ---------------------------------------- Peak Volume Information Hour Volume A.M. 715 1603 P.M. 1630 1243 Daily 715 1603 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0177 Description: OSLO RD W OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 10 3 7 1 21 | 7 7 5 8 27 | 48 0100 5 0 4 2 11 | 5 2 7 1 15 | 26 0200 0 1 2 0 3 | 4 7 3 1 15 | 18 0300 6 2 5 10 23 | 3 1 2 2 8 | 31 0400 5 7 5 21 38 | 2 4 6 16 28 | 66 0500 10 18 39 47 114 | 6 5 11 15 37 | 151 0600 50 64 97 114 325 | 22 43 62 63 190 | 515 0700 105 181 203 193 682 | 76 67 94 78 315 | 997 0800 183 178 182 169 712 | 101 80 105 97 383 | 1095 0900 130 105 138 123 496 | 81 84 98 101 364 | 860 1000 124 142 155 127 548 | 95 111 104 128 438 | 986 1100 108 130 121 114 473 | 110 122 124 121 477 | 950 1200 125 129 138 133 525 | 119 134 131 147 531 | 1056 1300 113 120 131 108 472 | 130 140 129 124 523 | 995 1400 130 120 122 125 497 | 129 131 148 136 544 | 1041 1500 123 152 133 143 551 | 196 170 185 165 716 | 1267 1600 127 138 138 139 542 | 181 178 199 178 736 | 1278 1700 158 152 124 143 577 | 202 203 212 152 769 | 1346 1800 127 106 108 76 417 | 135 135 127 103 500 | 917 1900 85 74 57 63 279 | 121 101 102 86 410 | 689 2000 47 48 53 47 195 | 103 77 77 89 346 | 541 2100 48 37 37 21 143 | 69 72 53 59 253 | 396 2200 34 23 17 29 103 | 59 47 35 34 175 | 278 2300 16 14 5 3 38 | 33 23 18 11 85 | 123 --------------------------------------------------------------------------------------- 24-Hour Totals: 7785 7885 15670 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 760 800 383 730 1110 P.M. 1630 587 1645 795 1630 1369 Daily 715 760 1645 795 1630 1369 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0161 Description: US-1 N OF 17TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 18 12 12 14 56 | 13 14 16 13 56 | 112 0100 12 10 10 10 42 | 7 7 12 8 34 | 76 0200 10 4 4 7 25 | 7 6 4 3 20 | 45 0300 6 8 5 14 33 | 2 7 6 5 20 | 53 0400 10 11 17 17 55 | 7 9 13 19 48 | 103 0500 22 24 43 39 128 | 15 19 30 35 99 | 227 0600 51 80 102 124 357 | 28 60 68 58 214 | 571 0700 144 188 250 250 832 | 73 106 133 139 451 | 1283 0800 235 215 242 233 925 | 153 151 145 140 589 | 1514 0900 190 196 197 187 770 | 153 173 161 161 648 | 1418 1000 196 229 222 215 862 | 179 151 198 213 741 | 1603 1100 201 230 275 268 974 | 235 218 261 225 939 | 1913 1200 261 279 265 268 1073 | 229 249 208 215 901 | 1974 1300 266 290 278 251 1085 | 264 252 262 214 992 | 2077 1400 230 218 270 229 947 | 235 229 215 246 925 | 1872 1500 242 218 233 268 961 | 203 239 212 234 888 | 1849 1600 246 199 247 217 909 | 251 264 252 242 1009 | 1918 1700 275 256 226 222 979 | 287 252 194 193 926 | 1905 1800 195 182 158 206 741 | 159 188 150 154 651 | 1392 1900 135 136 118 122 511 | 119 97 96 101 413 | 924 2000 106 94 108 88 396 | 122 95 75 88 380 | 776 2100 74 67 73 47 261 | 77 69 56 55 257 | 518 2200 56 52 44 33 185 | 43 35 28 21 127 | 312 2300 31 28 33 21 113 | 35 30 28 13 106 | 219 --------------------------------------------------------------------------------------- 24-Hour Totals: 13220 11434 24654 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 950 845 627 745 1530 P.M. 1245 1102 1615 1045 1245 2095 Daily 1245 1102 1615 1045 1245 2095 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0163 Description: 17TH STREET E OF US-1 Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 5 8 3 2 18 | 10 8 7 3 28 | 46 0100 4 4 4 5 17 | 1 3 9 4 17 | 34 0200 2 6 3 7 18 | 5 1 4 3 13 | 31 0300 1 3 0 2 6 | 3 1 3 4 11 | 17 0400 3 3 3 7 16 | 2 5 4 12 23 | 39 0500 4 7 15 14 40 | 1 7 10 7 25 | 65 0600 13 22 33 46 114 | 15 11 35 75 136 | 250 0700 57 93 83 92 325 | 57 39 65 79 240 | 565 0800 97 85 120 144 446 | 89 89 108 130 416 | 862 0900 104 91 98 108 401 | 117 119 108 156 500 | 901 1000 112 82 102 91 387 | 141 121 153 178 593 | 980 1100 105 130 109 131 475 | 162 189 165 159 675 | 1150 1200 131 127 122 114 494 | 191 241 203 163 798 | 1292 1300 136 105 124 110 475 | 170 156 164 158 648 | 1123 1400 105 90 104 83 382 | 140 165 158 166 629 | 1011 1500 105 125 112 115 457 | 144 169 160 208 681 | 1138 1600 121 109 100 79 409 | 172 190 174 158 694 | 1103 1700 104 120 107 85 416 | 170 174 167 127 638 | 1054 1800 66 65 60 67 258 | 103 118 96 80 397 | 655 1900 52 59 64 37 212 | 90 67 62 52 271 | 483 2000 38 50 41 46 175 | 61 63 52 54 230 | 405 2100 47 34 28 26 135 | 38 35 35 36 144 | 279 2200 20 18 18 10 66 | 24 21 31 19 95 | 161 2300 10 14 7 14 45 | 16 15 12 6 49 | 94 --------------------------------------------------------------------------------------- 24-Hour Totals: 5787 7951 13738 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 459 830 474 830 933 P.M. 1215 499 1200 798 1200 1292 Daily 1145 511 1200 798 1145 1305 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0165 Description: US-1 S OF 17TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 22 11 12 13 58 | 25 20 18 12 75 | 133 0100 19 8 8 11 46 | 6 9 8 8 31 | 77 0200 7 2 5 8 22 | 8 5 4 4 21 | 43 0300 6 8 5 14 33 | 7 6 9 5 27 | 60 0400 10 11 18 24 63 | 5 12 13 27 57 | 120 0500 22 28 58 55 163 | 23 31 38 43 135 | 298 0600 66 110 135 144 455 | 45 70 69 94 278 | 733 0700 170 229 279 285 963 | 102 139 152 150 543 | 1506 0800 267 249 264 242 1022 | 195 164 184 176 719 | 1741 0900 215 226 245 194 880 | 218 216 216 228 878 | 1758 1000 210 242 222 266 940 | 259 217 244 296 1016 | 1956 1100 205 256 254 260 975 | 303 302 292 299 1196 | 2171 1200 250 234 266 267 1017 | 325 326 279 280 1210 | 2227 1300 255 270 233 254 1012 | 320 327 323 238 1208 | 2220 1400 238 221 267 239 965 | 315 286 300 309 1210 | 2175 1500 242 242 225 243 952 | 268 305 312 332 1217 | 2169 1600 228 200 246 220 894 | 335 381 359 339 1414 | 2308 1700 296 228 237 199 960 | 373 323 285 284 1265 | 2225 1800 206 158 169 157 690 | 225 274 197 215 911 | 1601 1900 142 136 134 117 529 | 178 177 137 143 635 | 1164 2000 102 96 96 77 371 | 143 139 134 125 541 | 912 2100 98 93 77 59 327 | 113 102 91 83 389 | 716 2200 64 67 54 38 223 | 63 60 49 36 208 | 431 2300 37 33 39 23 132 | 59 55 42 15 171 | 303 --------------------------------------------------------------------------------------- 24-Hour Totals: 13692 15355 29047 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1080 845 826 745 1758 P.M. 1230 1058 1615 1452 1615 2414 Daily 730 1080 1615 1452 1615 2414 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0167 Description: 17TH STREET W OF US-1 Start Date: 05/01/2018 Start Time: 0000 ---------------------------------------- Direction: E Time 1st 2nd 3rd 4th Total ---------------------------------------- 0000 6 7 3 4 20 0100 2 3 1 2 8 0200 4 5 5 2 16 0300 5 4 1 2 12 0400 2 3 5 2 12 0500 6 6 3 10 25 0600 10 14 31 41 96 0700 81 69 83 86 319 0800 84 74 106 88 352 0900 94 89 90 66 339 1000 123 84 76 102 385 1100 125 117 104 147 493 1200 153 137 121 113 524 1300 112 122 163 113 510 1400 122 124 120 91 457 1500 114 131 149 162 556 1600 148 171 125 108 552 1700 105 98 123 98 424 1800 73 83 74 68 298 1900 50 60 50 52 212 2000 43 46 58 58 205 2100 30 21 19 19 89 2200 14 14 16 3 47 2300 12 11 8 9 40 ---------------------------------------- 24-Hour Totals: 5991 ---------------------------------------- Peak Volume Information Hour Volume A.M. 830 377 P.M. 1530 630 Daily 1530 630 Generated by SPS 5.0.49P Page 1 County: 88 Station: 0019 Description: US-1 N OF OSLO RD Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 20 19 15 74 | 23 29 28 19 99 | 173 0100 12 5 8 15 40 | 16 8 15 11 50 | 90 0200 8 4 10 10 32 | 12 9 10 9 40 | 72 0300 7 13 14 10 44 | 5 5 10 5 25 | 69 0400 16 23 32 43 114 | 3 20 20 16 59 | 173 0500 36 46 81 100 263 | 39 36 54 71 200 | 463 0600 116 174 271 294 855 | 75 89 139 155 458 | 1313 0700 366 440 546 460 1812 | 159 248 230 200 837 | 2649 0800 433 425 424 389 1671 | 214 223 236 216 889 | 2560 0900 285 294 333 298 1210 | 227 207 216 228 878 | 2088 1000 291 266 319 288 1164 | 248 260 262 276 1046 | 2210 1100 284 305 273 259 1121 | 291 289 275 278 1133 | 2254 1200 258 302 310 293 1163 | 323 340 287 297 1247 | 2410 1300 302 277 300 275 1154 | 306 309 292 259 1166 | 2320 1400 267 284 274 337 1162 | 322 329 299 301 1251 | 2413 1500 278 283 359 314 1234 | 353 338 368 425 1484 | 2718 1600 283 284 293 324 1184 | 414 408 432 389 1643 | 2827 1700 333 312 301 283 1229 | 460 505 416 351 1732 | 2961 1800 261 208 199 179 847 | 331 288 258 219 1096 | 1943 1900 184 177 122 123 606 | 220 211 191 174 796 | 1402 2000 106 120 105 93 424 | 152 165 152 150 619 | 1043 2100 79 88 68 89 324 | 145 155 121 101 522 | 846 2200 71 52 71 50 244 | 87 86 62 65 300 | 544 2300 43 29 31 24 127 | 81 59 46 35 221 | 348 --------------------------------------------------------------------------------------- 24-Hour Totals: 18098 17791 35889 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 1879 815 902 715 2771 P.M. 1645 1270 1630 1786 1630 3048 Daily 715 1879 1630 1786 1630 3048 Truck Percentage 4.88 5.35 5.11 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 99 13854 3262 81 502 37 74 131 54 4 0 0 0 0 0 883 18098 S 98 13454 3287 61 542 134 30 120 60 4 1 0 0 0 0 952 17791 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 0102 Description: US-1/8TH AVE S OF 17TH STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 22 11 12 13 58 | 25 20 18 12 75 | 133 0100 19 8 8 11 46 | 6 9 8 8 31 | 77 0200 7 2 5 8 22 | 8 5 4 4 21 | 43 0300 6 8 5 14 33 | 7 6 9 5 27 | 60 0400 10 11 18 24 63 | 5 12 13 27 57 | 120 0500 22 28 58 55 163 | 23 31 38 43 135 | 298 0600 66 110 135 144 455 | 45 70 69 94 278 | 733 0700 170 229 279 285 963 | 102 139 152 150 543 | 1506 0800 267 249 264 242 1022 | 195 164 184 176 719 | 1741 0900 215 226 245 194 880 | 218 216 216 228 878 | 1758 1000 210 242 222 266 940 | 259 217 244 296 1016 | 1956 1100 205 256 254 260 975 | 303 302 292 299 1196 | 2171 1200 250 234 266 267 1017 | 325 326 279 280 1210 | 2227 1300 255 270 233 254 1012 | 320 327 323 238 1208 | 2220 1400 238 221 267 239 965 | 315 286 300 309 1210 | 2175 1500 242 242 225 243 952 | 268 305 312 332 1217 | 2169 1600 228 200 246 220 894 | 335 381 359 339 1414 | 2308 1700 296 228 237 199 960 | 373 323 285 284 1265 | 2225 1800 206 158 169 157 690 | 225 274 197 215 911 | 1601 1900 142 136 134 117 529 | 178 177 137 143 635 | 1164 2000 102 96 96 77 371 | 143 139 134 125 541 | 912 2100 98 93 77 59 327 | 113 102 91 83 389 | 716 2200 64 67 54 38 223 | 63 60 49 36 208 | 431 2300 37 33 39 23 132 | 59 55 42 15 171 | 303 --------------------------------------------------------------------------------------- 24-Hour Totals: 13692 15355 29047 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 1080 845 826 745 1758 P.M. 1230 1058 1615 1452 1615 2414 Daily 730 1080 1615 1452 1615 2414 Truck Percentage 9.09 2.05 5.37 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 98 7915 4435 45 1045 20 28 90 14 1 1 0 0 0 0 1244 13692 S 75 13420 1545 30 133 31 44 42 27 7 1 0 0 0 0 315 15355 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 7021 Description: US-1 S OF MAIN STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 11 13 8 9 41 | 18 9 9 7 43 | 84 0100 12 5 0 2 19 | 10 5 10 7 32 | 51 0200 6 2 4 5 17 | 1 7 7 3 18 | 35 0300 3 5 5 3 16 | 1 6 9 6 22 | 38 0400 8 10 10 22 50 | 8 5 11 19 43 | 93 0500 14 31 33 44 122 | 20 24 42 39 125 | 247 0600 46 74 110 119 349 | 45 95 113 124 377 | 726 0700 126 149 154 198 627 | 155 165 267 183 770 | 1397 0800 193 195 221 252 861 | 184 160 163 149 656 | 1517 0900 224 182 223 244 873 | 182 193 197 223 795 | 1668 1000 225 255 220 254 954 | 218 231 233 210 892 | 1846 1100 256 245 268 270 1039 | 241 229 230 217 917 | 1956 1200 240 235 255 276 1006 | 240 223 225 249 937 | 1943 1300 244 285 233 228 990 | 248 246 239 222 955 | 1945 1400 252 241 237 230 960 | 234 232 253 247 966 | 1926 1500 219 291 261 288 1059 | 251 225 213 211 900 | 1959 1600 249 269 265 274 1057 | 247 224 237 241 949 | 2006 1700 232 275 284 245 1036 | 259 261 182 202 904 | 1940 1800 189 144 149 149 631 | 174 174 144 142 634 | 1265 1900 104 103 98 74 379 | 151 103 121 115 490 | 869 2000 91 95 84 57 327 | 95 82 97 111 385 | 712 2100 50 44 51 53 198 | 86 83 57 58 284 | 482 2200 46 43 29 21 139 | 46 48 31 22 147 | 286 2300 14 16 12 15 57 | 38 25 16 9 88 | 145 --------------------------------------------------------------------------------------- 24-Hour Totals:12807 12329 25136 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 892 715 799 845 1602 P.M. 1515 1089 1630 998 1630 2044 Daily 1515 1089 1630 998 1630 2044 Truck Percentage 4.47 3.66 4.07 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 126 9626 2482 31 360 38 42 78 22 2 0 0 0 0 0 573 12807 S 118 9779 1981 23 226 33 72 68 23 6 0 0 0 0 0 451 12329 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 7018 Description: US-1 S OF 53RD STREET Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 21 15 10 9 55 | 0 1 0 0 1 | 56 0100 3 6 4 9 22 | 2 0 0 1 3 | 25 0200 5 7 6 4 22 | 1 2 1 0 4 | 26 0300 2 3 4 8 17 | 0 1 1 1 3 | 20 0400 7 8 14 23 52 | 2 5 4 2 13 | 65 0500 16 25 36 39 116 | 7 18 19 43 87 | 203 0600 45 50 67 124 286 | 42 102 177 219 540 | 826 0700 141 157 145 168 611 | 166 258 297 351 1072 | 1683 0800 171 159 170 162 662 | 262 261 245 306 1074 | 1736 0900 204 145 163 150 662 | 187 219 175 221 802 | 1464 1000 143 161 151 188 643 | 178 183 211 189 761 | 1404 1100 161 191 178 232 762 | 171 173 180 187 711 | 1473 1200 209 185 203 142 739 | 193 183 169 184 729 | 1468 1300 188 172 194 200 754 | 165 189 206 193 753 | 1507 1400 174 215 197 192 778 | 192 187 201 210 790 | 1568 1500 244 240 243 252 979 | 188 172 186 205 751 | 1730 1600 296 292 276 250 1114 | 181 200 205 158 744 | 1858 1700 352 347 235 208 1142 | 194 173 166 150 683 | 1825 1800 169 161 123 137 590 | 145 131 88 100 464 | 1054 1900 154 127 134 104 519 | 71 71 59 45 246 | 765 2000 78 103 82 81 344 | 44 55 36 35 170 | 514 2100 81 66 67 43 257 | 37 38 30 28 133 | 390 2200 43 40 40 35 158 | 19 23 20 28 90 | 248 2300 37 33 24 16 110 | 18 14 18 10 60 | 170 --------------------------------------------------------------------------------------- 24-Hour Totals:11394 10684 22078 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 815 695 730 1171 730 1814 P.M. 1630 1225 1545 791 1630 1955 Daily 1630 1225 730 1171 1630 1955 Truck Percentage 8.67 6.70 7.72 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol N 78 6855 3473 42 792 20 16 97 17 4 0 0 0 0 0 988 11394 S 47 8352 1569 24 279 339 21 40 13 0 0 0 0 0 0 716 10684 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 County: 88 Station: 5004 Description: US-1/21st Street E OF 10TH AVE Start Date: 05/01/2018 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 20 26 15 5 66 | 16 13 9 11 49 | 115 0100 7 9 5 6 27 | 8 9 10 5 32 | 59 0200 2 6 5 5 18 | 7 5 9 5 26 | 44 0300 5 10 6 8 29 | 6 5 4 8 23 | 52 0400 8 16 6 14 44 | 4 13 14 19 50 | 94 0500 17 21 23 30 91 | 15 29 39 34 117 | 208 0600 30 53 55 66 204 | 53 72 92 114 331 | 535 0700 74 101 135 162 472 | 124 170 192 199 685 | 1157 0800 139 127 139 145 550 | 142 202 148 193 685 | 1235 0900 170 137 132 148 587 | 163 175 189 152 679 | 1266 1000 175 133 162 141 611 | 204 178 202 178 762 | 1373 1100 184 161 163 205 713 | 162 207 194 220 783 | 1496 1200 216 197 168 160 741 | 222 242 211 211 886 | 1627 1300 174 168 148 153 643 | 229 271 253 231 984 | 1627 1400 167 168 187 168 690 | 225 244 231 235 935 | 1625 1500 168 216 176 191 751 | 225 245 226 221 917 | 1668 1600 194 196 202 200 792 | 233 191 203 217 844 | 1636 1700 215 200 169 127 711 | 266 246 170 192 874 | 1585 1800 131 114 97 100 442 | 190 146 129 134 599 | 1041 1900 107 89 77 66 339 | 136 99 84 86 405 | 744 2000 101 66 69 69 305 | 80 77 72 88 317 | 622 2100 52 64 54 45 215 | 68 81 72 47 268 | 483 2200 33 30 27 27 117 | 50 48 42 30 170 | 287 2300 27 22 25 16 90 | 24 25 26 21 96 | 186 --------------------------------------------------------------------------------------- 24-Hour Totals: 9248 11517 20765 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 591 730 735 845 1304 P.M. 1630 817 1300 984 1630 1749 Daily 1630 817 1300 984 1630 1749 Truck Percentage 4.27 3.89 4.06 ---------------------------------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol E 60 7240 1553 26 253 28 28 40 19 0 1 0 0 0 0 395 9248 W 71 8941 2057 33 249 29 47 61 26 3 0 0 0 0 0 448 11517 ---------------------------------------------------------------------------------------------------------- Generated by SPS 5.0.49P Page 1 APPENDIX  TRANSIT FIELD REVIEW SUMMARY NORTHBOUND & SOUTHBOUND Field review conducted on Monday, September 24, 2018No. Bus StopBus Stop Sign (Y/N)Connecting Sidewalk (Y/N)Sidewalk Width (ft)Sidewalk Separation Width (ft)Shelter (Y/N)Trash Can (Y/N)Bus Bench (Y/N)Bike Rack (Y/N)Bike Lane (Y/N)Bike Lane Width (ft)Stop Located in a Turn Lane, BusBay, Widened Shoulder or Through LaneOther Notes / Observations32 Oslo Rd. & US1 Y Y 6' ‐ N N N N Y 5' TURN LANE BIKE LANE IS BETWEEN TRAVEL LANE AND TURN LANE31 Vista Royale (Roadside) Y Y 6' ‐ N NN N Y 5' TURN LANE BIKE LANE IS BETWEEN TRAVEL LANE AND TURN LANE30 US1 & 1st St. Y Y 6' ‐ N N N N Y 5' TURN LANE BIKE LANE IS BETWEEN TRAVEL LANE AND TURN LANE29 US1 & 4th St. Y Y 6' ‐ N N N N Y 5' TURN LANE BIKE LANE IS BETWEEN TRAVEL LANE AND TURN LANE28 US1 & 8th St. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND27 US1 & 10th St. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND26 US1 & 12th St. Y Y 8' ‐ N N N N N ‐ THROUGH LANE25 US1 & 17th St. (Walgreens) Y Y 8' ‐ N N N N N ‐ THROUGH LANE24 US1 & 20th St. Y Y 6' ‐ N N N N N ‐ THROUGH LANE23 10th Ave. & SR 60/10th Ave. & 20th Pl. Y Y 5' 8' N N N N N ‐ THROUGH LANE GRASS SEPARATION BETWEEN CURB AND SIDEWALK22 US1 & 11th Ave. Y Y 5' ‐ N N N N N ‐ THROUGH LANE21 US 1 & 28th St. Y Y 6' ‐ N N N N N ‐ THROUGH LANE20 45th St. & US1/32nd St & US1 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND19 US1 & 38th Ln. Y Y 5' ‐ N N N N N ‐ WIDENED SHOULDER18 US1 & 45th St. Y Y 5' 1' N N N N Y 5' TURN LANEGRASS SEPARATION BETWEEN BIKE LANE AND SIDEWALK17 US1 & 53rd St. (Publix) Y Y 6' 21' N N N N Y 5' TURN LANEGRASS SEPARATION BETWEEN PAVED SHOULDER AND SIDEWALK16 US1 & 65th St. Y Y 5' 15' N N N N N ‐ TURN LANEGRASS SEPARATION BETWEEN PAVED SHOULDER AND SIDEWALK15 US1 & 69th St. Y N ‐ ‐ N N N N N ‐ THROUGH LANE 30' GRASS WIDTH14 US1 & 81st St. (Wabasso Post Office) Y Y 5' 9' N N N N N ‐ WIDENED SHOULDERGRASS SEPARATION BETWEEN PAVED SHOULDER AND SIDEWALK13 US1 & CR 510 Y Y 6' ‐ N N N N Y 5' WIDENED SHOULDERBIKE LANE IS BETWEEN TRAVEL LANE AND PAVED SHOULDER12 US1 (Publix roadside)/Barber St. (Publix) ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND11 US1 (Whispering Palms) Y Y 6' 12' N N N N N ‐ THROUGH LANEGRASS SEPARATION BETWEEN PAVED SHOULDER AND SIDEWALK10 US1 & Schumann Dr. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND9 US1 & Coolidge St. Y Y 6' ‐ N N N N Y 5' WIDENED SHOULDERBIKE LANE IS BETWEEN TRAVEL LANE AND PAVED SHOULDER8 US1 & Martin Ave. Y Y 6' ‐ N N N N Y 5' WIDENED SHOULDERBIKE LANE IS BETWEEN TRAVEL LANE AND PAVED SHOULDER7 US1 & Main St. Y Y 7' ‐ Y N Y N Y 5' WIDENED SHOULDERBIKE LANE IS BETWEEN TRAVEL LANE AND PAVED SHOULDER6 US1 & Wendy's Y N ‐ ‐ N N N N N ‐ THROUGH LANE 30' GRASS WIDTH5 US1 & Davis St. Y N ‐ ‐ N N N N N ‐ THROUGH LANE 10' GRASS WIDTH4 Wal‐Mart (North end of parking lot) ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND3 Riverwalk Plaza (Publix) ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND2 Roseland Plaza Y Y 5' 6' N N N N N ‐ TURN LANE 5' SPACE BETWEEN TRAVEL LANE AND TURN LANE1 Sebastian River Medical Center ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUNDNORTHBOUND US 1 & Davis St. – Northbound Transit Field Review Bus Stop No. 5 US 1 & Wendy’s – Northbound Transit Field Review Bus Stop No. 6 US 1 & Main St. – Northbound Transit Field Review Bus Stop No. 7 US 1 & Martin Ave. – Northbound Transit Field Review Bus Stop No. 8 US 1 at Whispering Palms – Northbound Transit Field Review Bus Stop No. 11 US 1 & 81st St. (Wabasso Post Office) – Northbound Transit Field Review Bus Stop No. 14 US 1 & 53rd St. (Publix) – Northbound Transit Field Review Bus Stop No. 17 US 1 & 11th Ave. – Northbound Transit Field Review Bus Stop No. 22 10th Ave. & S.R. 60/10th Ave. & 20th Pl. – Northbound Transit Field Review Bus Stop No. 23 US 1 & 4th St. – Northbound Transit Field Review Bus Stop No. 29 No. Bus StopBus Stop Sign (Y/N)Connecting Sidewalk (Y/N)Sidewalk Width (ft)Sidewalk Separation (ft)Shelter (Y/N)Trash Can (Y/N)Bus Bench (Y/N)Bike Rack (Y/N)Bike Lane (Y/N)Bike Lane Width (ft)Stop Located in a Turn Lane, BusBay, Widened Shoulder or Through LaneOther Notes / Observations1 Sebastian River Medical Center ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND2 Roseland Plaza ‐ ‐ ‐‐‐‐ ‐ ‐‐‐ ‐ NOT FOUND3 Riverwalk Plaza (Publix) Y Y 5 6 N N N N N ‐ TURN LANE4' OF PAVED SHOULDER BETWEEN TRAVEL LANE AND TURN LANE, NO MARKING AND NO SING FOR BIKE LANE4 Wal‐Mart (North end of parking lot) ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND5 US1 & Davis St. Y Y 5 4 N N N N N ‐ THROUGH LANE4' OF PAVED SHOULDER BETWEEN TRAVEL LANE AND TURN LANE, NO MARKING AND NO SING FOR BIKE LANE6 US1 & Wendy's Y Y 6 0 N N N N Y  5 WIDENED SHOULDER11' OF PAVED SHOULDER, BUS STOP IS LOCATED 16' SOUTH OF WENDY'S7 US1 & Main St. Y Y 7 0 Y Y Y N Y  4 WIDENED SHOULDER 11' OF  PAVED SHOULDER8 US1 & Martin Ave. Y Y 7 0 N N N N Y  5 WIDENED SHOULDER 11.5' OF PAVED SHOULDER9 US1 & Coolidge St. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND10 US1 & Schumann Dr. Y N ‐ ‐ N N N N N ‐ THROUGH LANE ‐11 US1 (Whispering Palms) Y N ‐ ‐ N N N NN ‐ THROUGH LANE 4' OF PAVED SHOULDER, NO MARKING AND  NO SING FOR BIKE LANE12 US1 (Publix roadside)/Barber St. (Publix) ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND13 US1 & CR 510 Y Y 6 0 N N N N Y 4 TURN LANE 4' OF  PAVED SHOULDER BETWEEN TRAVEL LANE AND TURN LANE14 US1 & 81st St. (Wabasso Post Office) Y N ‐ ‐ N N N N N ‐ THROUGH LANE 4' OF PAVED SHOULDER, NO MARKING AND  NO SING FOR BIKE LANE15 US1 & 69th St. Y N ‐ ‐ N N N N N ‐ THROUGH LANE 4' OF PAVED SHOULDER, NO MARKING AND  NO SING FOR BIKE LANE16 US1 & 65th St. Y N ‐ ‐ N N N N N ‐ THROUGH LANE 4' OF PAVED SHOULDER, NO MARKING AND  NO SING FOR BIKE LANE17 US1 & 53rd St. (Publix) Y Y 5 26 N N N N Y 5 TURN LANE4' OF PAVED SHOULDER BETWEEN TRAVEL LANE AND TURN LANE, AND 4' OF PAVED SHOULDER BETWEEN GRASS AND TURN LANE18 US1 & 45th St. Y Y 5 5/18 N N N N N ‐ THROUGH LANE 4' OF PAVED SHOULDER, NO MARKING AND  NO SING FOR BIKE LANE19 US1 & 38th Ln. Y Y 5 4 N N N N N ‐ TURN LANE 4' OF PAVED SHOULDER, NO MARKING AND  NO SING FOR BIKE LANE20 45th St. & US1/32nd St & US1(Archmap) ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND21 US 1 & 28th St. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND22 US1 & 11th Ave. Y Y 4.5 0 N N N N N ‐ THROUGH LANE ‐23 10th Ave. & SR 60/10th Ave. & 20th Pl. Y Y 4 12 N Y N N N ‐ THROUGH LANE‐24 US1 & 20th St. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND25 US1 & 17th St. (Walgreens) Y Y 6 0 N N N N N ‐ THROUGH LANE ‐26 US1 & 12th St. Y Y 8 0 N N N N N ‐ THROUGH LANE ‐27 US1 & 10th St. Y Y 8 0 N N N N N ‐ THROUGH LANE ‐28 US1 & 8th St. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND29 US1 & 4th St. ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ NOT FOUND30 US1 & 1st St. Y Y 6 0 N N N N Y 4 TURN LANE 4' OF PAVED SHOULDER BETWEEN TRAVEL LANE AND TURN LANE31 Vista Royale (Roadside) Y Y 6 0 N N N N Y 4 THROUGH LANE 4' OF PAVED SHOULDER32 Oslo Rd. & US1 Y Y 6 0 N N N N Y 4 TURN LANE 4' OF PAVED SHOULDER BETWEEN TRAVEL LANE AND TURN LANESOUTHBOUND Riverwalk Plaza (Publix) – Southbound Transit Field Review Bus Stop No. 3 US 1 & Wendy’s – Southbound Transit Field Review Bus Stop No. 6 US 1 & Main St. – Southbound Transit Field Review Bus Stop No. 7 US 1 & Martin Ave. – Southbound Transit Field Review Bus Stop No. 8 US 1 & Schumann Dr. – Southbound Transit Field Review Bus Stop No. 10 US 1 & 81st St. (Wabasso Post Office) – Southbound Transit Field Review Bus Stop No. 14 US 1 & 53rd St. (Publix) – Southbound Transit Field Review Bus Stop No. 17 US 1 & 53rd St. (Publix) – Southbound Transit Field Review Bus Stop No. 17 10th Ave. & S.R. 60/10th Ave. & 20th Pl. – Southbound Transit Field Review Bus Stop No. 23 US 1 & 10th St. – Southbound Transit Field Review Bus Stop No. 27 APPENDIX E CRASH ANALYSIS REPORTING SYSTEM (CARS) CRASH STATISTICS 2011 2012 2013 2014 2015 CRASH TYPE Rear End 43 69 80 77 131 400 80 32.5% Head On 0 1132 7 10.6% Angle 29 46 59 72 85 291 58 23.7% Left Turn 20 23 20 33 46 142 28 11.5% Right Turn 2 2132 10 20.8% Sideswipe 5 9 9 15 16 54 11 4.4% Backed Into 1 0030 4 10.3% Pedestrian 4 5513 18 41.5% Bicycle 2 9 9 6 10 36 7 2.9% Fixed Object 11 28 22 22 25 108 22 8.8% Impact Attenuator/Crash Cushion 00000 0 00.0% Bridge Overhead Structure 00000 0 00.0% Bridge Pier or Support 00101 2 00.2% Bridge Rail 0 0200 2 00.2% Culvert 1 0000 1 00.1% Curb 2 10 5 5 8 30 6 2.4% Ditch 0 0010 1 00.1% Embankment 0 0000 0 00.0% Guardrail Face 2 2013 8 20.7% Guardrail End 0 1000 1 00.1% Cable Barrier 00000 0 00.0% Concrete Traffic Barrier 00030 3 10.2% Other Traffic Barrier 01000 1 00.1% Tree (Standing) 1 6531 16 31.3% Utility Pole/Light Support 11125 10 20.8% Traffic Sign Support 12114 9 20.7% Traffic Signal Support 00101 2 00.2% Other Post, Pole Or Support 10521 9 20.7% Fence 0 0000 0 00.0% Mailbox 01100 2 00.2% Other Fixed Object 24041 11 20.9% Other Non Fixed Object Collisions 52433 17 31.4% Railway Vehicle (Train, Engine)00000 0 00.0% Animal 0 0000 0 00.0% Motor Vehicle in Transport 00000 0 00.0% Parked Motor Vehicle 42322 13 31.1% Work Zone/Maintenance Equip.00000 0 00.0% Struck by Falling/Shifting Cargo 00100 1 00.1% Other Non‐Fixed Object 10011 3 10.2% Non‐Collisions 8 3 11 5 9 36 7 2.9% Overturn/Rollover 20632 13 31.1% Fire/Explosion 0 0000 0 00.0% Immersion 0 0000 0 00.0% Jackknife 0 0201 3 10.2% Cargo/Equipment Loss or Shift 00001 1 00.1% Fell/Jumped from Motor Vehicle 31201 7 10.6% Thrown or Falling Object 00000 0 00.0% Ran into Water/Canal 0 1000 1 00.1% Other Non‐Collision 3 1124 11 20.9% Others 7 15 17 31 37 107 21 8.7% Total Crashes 137 212 238 274 369 1230 246 100.0% SEVERITY PDO Crashes 47 87 104 127 178 543 109 44.1% Fatal Crashes 3 2431 13 31.1% Injury Crashes 87 123 130 144 190 674 135 54.8% LIGHTING Daylight 102 144 175 203 278 902 180 73.3% CONDITIONS Dusk 3 4 4 5 12 28 6 2.3% Dawn 0 3032 8 20.7% Dark 32 58 50 50 68 258 52 21.0% Unknown 0 3 9 13 9 34 7 2.8% SURFACE  Dry 121 181 205 225 313 1045 209 85.0% CONDITIONS Wet 15 28 22 36 48 149 30 12.1% Others 1 3 11 13 8 36 7 2.9% %US 1 in Indian River 5 Year Total  Crashes Mean  Crashes Per  Year Number of Crashes Year  CRASH STATISTICS 2011 2012 2013 2014 2015 %US 1 in Indian River 5 Year Total  Crashes Mean  Crashes Per  Year Number of Crashes Year  MONTH January 9 14 25 29 47 124 25 10.1% OF YEAR February 13 15 28 25 32 113 23 9.2% March 14 15 22 22 32 105 21 8.5% April 12 15 23 13 22 85 17 6.9% May 14 8 11 26 29 88 18 7.2% June 9 12 19 19 29 88 18 7.2% July 9 18 20 16 27 90 18 7.3% August 13 19 18 24 28 102 20 8.3% September 8 13 20 19 21 81 16 6.6% October 10 20 20 24 33 107 21 8.7% November 15 28 10 26 32 111 22 9.0% December 11 35 22 31 37 136 27 11.1% DAY Monday 19 26 34 39 65 183 37 14.9% OF WEEK Tuesday 22 45 45 43 50 205 41 16.7% Wednesday 20 31 32 51 59 193 39 15.7% Thursday 27 34 29 43 63 196 39 15.9% Friday 18 37 44 46 62 207 41 16.8% Saturday 18 23 35 27 42 145 29 11.8% Sunday 13 16 19 25 28 101 20 8.2% HOUR 00:00‐06:00 12 23 25 17 24 101 20 8.2% OF DAY 06:00‐09:00 13 22 25 28 32 120 24 9.8% 09:00‐11:00 12 23 26 18 36 115 23 9.3% 11:00‐13:00 22 27 27 42 59 177 35 14.4% 13:00‐15:00 26 29 36 47 67 205 41 16.7% 15:00‐18:00 21 39 53 56 83 252 50 20.5% 18:00‐24:00 31 49 46 66 68 260 52 21.1% CONTRIBUTING No Contributing Action 17 32 24 17 30 120 24 9.8% CAUSES Careless or Negligent Manner 34 62 61 70 83 310 62 25.2% (VEHICLE Failed to Yield Right‐Of‐Way 30 35 45 67 92 269 54 21.9% ONLY) Improper Backing 34220 11 20.9% Improper Turn 5 7 8 16 14 50 10 4.1% Followed too Closely 6 11 24 20 38 99 20 8.0% Ran Red Light 8 17 20 24 21 90 18 7.3% Drove too Fast for Conditions 1 2 3 5 11 22 4 1.8% Ran Stop Sign 1 3231 10 20.8% Improper Passing 0 0010 1 00.1% Exceed Posted Speed 1 1121 6 10.5% Wrong Side or Wrong Way 02310 6 10.5% Failed To Keep In Proper Lane 2 8 7 5 11 33 7 2.7% Ran Off Roadway 22649 23 51.9% Disregarded Other Traffic Sign 00010 1 00.1% Disregarded other Road Markings 00000 0 00.0% Over‐Correcting/Over‐Steering 20101 4 10.3% Swerved Or Avoided 1 0221 6 10.5% Erratic, Reckless or Aggressive 11026 10 20.8% Other Contributing Action 23 25 29 32 50 159 32 12.9% WEATHER Clear 114 171 184 202 283 954 191 77.6% CONDITIONS Cloudy 10 22 29 33 47 141 28 11.5% Rain 11 18 15 25 30 99 20 8.0% Fog, Smog, Smoke 0 0010 1 00.1% Sleet/Hail/Freezing Rain 0 0000 0 00.0% Blowing Sand, Soil, Dirt 00000 0 00.0% Severe Crosswinds 10000 1 00.1% Other 1 1 10 13 9 34 7 2.8% Notes: 1) Fixed Object Crashes include collisions with sign/sign post, utility/light pole, guardrail, fence, concrete barrier wall, bridge, pier,      abutment, rail, tree, shrubbery, construction barricade/sign, traffic gate, crash attenuators, other fixed objects (incl. above road). 2) Other Non Fixed Object Crashes include collisions with railway vehicle, animal, motor vehicle in transport, parked motor vehicle,       work zone/maintenance equp. struck by falling/shifting cargo, other non fixed objects. 3) Non‐collision Crashes include overturn/rlooover, fire/explosion, immersion, jackknife, cargo/equip. loss or shift, fell/jump from motor      vehicle, thrown or falling object, ran into water/canal and other non‐collision. 4) Other crashes include crashes not categorized as the crash types shown in the table. 5) Dark Crashes include both scenarios ‐ with and without street lighting. CRASH HISTOGRAMS US 1 in Indian River 0 20 40 60 80 100 120 140 Rear EndHead OnAngleLeft TurnRight TurnSideswipeBacked IntoPedestrianBicycleFixed ObjectRan into…OthersCrashes by Type 2011 2012 2013 2014 2015 0 50 100 150 200 PDO Crashes Fatal Crashes Injury Crashes Crashes by Severity 2011 2012 2013 2014 2015 0 50 100 150 200 250 300 Daylight Dusk Dawn Dark Unknown Crashes by Lighting Condition 2011 2012 2013 2014 2015 0 50 100 150 200 250 300 ClearCloudyRainFog, Smog,SmokeSleet/Hail/Freezing RainBlowing Sand,Soil, DirtSevereCrosswindsOtherCrashes by Weather Condition 2011 2012 2013 2014 2015 0 50 100 150 200 250 300 350 Dry Wet Others Crashes by Surface Condition 2011 2012 2013 2014 2015 0 10 20 30 40 50 Crashes by Month of Year 2011 2012 2013 2014 2015 0 10 20 30 40 50 60 70 Crashes by Day of Week 2011 2012 2013 2014 2015 0 20 40 60 80 100 00:00‐06:0006:00‐09:0009:00‐11:0011:00‐13:0013:00‐15:0015:00‐18:0018:00‐24:00Crashes by Time of Day 2011 2012 2013 2014 2015 State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2011 TO 12/ 2011   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY 1 0.078 01/27/11 Thu 0100 1 0 0 Night Dry 2 0.552 06/06/11 Mon 1420 0 7 0 Day Dry 3 0.585 03/04/11 Fri 2320 0 0 1 Night Wet 4 0.590 10/12/11 Wed 1411 0 1 0 Day Dry 5 0.685 04/06/11 Wed 0800 0 0 1 Day Dry 6 1.678 04/04/11 Mon 2040 0 1 0 Night Dry 7 1.678 04/17/11 Sun 2130 0 2 0 Night Dry 8 1.678 06/11/11 Sat 1455 0 0 1 Day Dry 9 1.768 06/23/11 Thu 0742 0 2 0 Day Dry 10 2.126 04/27/11 Wed 2234 0 3 0 Night Dry 11 2.126 05/07/11 Sat 2237 0 1 0 Night Dry 12 2.126 06/29/11 Wed 1117 0 0 1 Day Dry 13 2.126 11/23/11 Wed 2100 0 2 0 Night Dry 14 2.154 04/16/11 Sat 1154 0 2 0 Day Dry 15 2.374 02/04/11 Fri 1233 0 1 0 Day Dry 16 3.227 11/21/11 Mon 1130 0 1 0 Day Dry 17 3.293 02/17/11 Thu 0857 0 1 0 Day Dry 18 3.698 03/18/11 Fri 2038 0 2 0 Night Dry 19 3.698 03/15/11 Tue 1155 0 0 1 Day Dry 20 3.698 11/01/11 Tue 1437 0 1 0 Day Dry 21 3.698 11/16/11 Wed 1055 0 1 0 Day Dry 22 3.700 09/02/11 Fri 1500 0 0 1 Day Dry 23 3.726 06/13/11 Mon 2156 0 1 0 Night Dry 24 3.920 05/13/11 Fri 1406 0 1 0 Day Dry 25 4.017 03/18/11 Fri 0234 0 0 1 Night Dry 26 4.258 12/22/11 Thu 1211 0 2 0 Day Dry 27 4.267 03/18/11 Fri 1412 0 1 0 Day Dry 28 4.267 04/07/11 Thu 1821 0 2 0 Day Dry 29 4.267 08/18/11 Thu 1830 0 0 1 Day Dry 30 4.980 11/29/11 Tue 0757 0 2 0 Day Dry 31 4.995 05/14/11 Sat 0000 0 0 1 Night Other 32 5.028 11/09/11 Wed 1302 0 1 0 Day Dry 33 5.106 04/08/11 Fri 1051 0 1 0 Day Dry 34 5.115 01/21/11 Fri 1055 0 1 0 Day Wet 35 5.119 02/17/11 Thu 1313 0 3 0 Day Dry 36 5.215 05/27/11 Fri 1442 0 0 1 Day Wet 37 5.215 12/29/11 Thu 1347 0 1 0 Day Dry 38 5.224 03/27/11 Sun 0003 0 1 0 Night Dry 39 5.368 01/01/11 Sat 1829 0 4 0 Night Dry 40 5.397 02/19/11 Sat 0945 0 0 1 Day Dry 41 5.411 02/12/11 Sat 1330 0 1 0 Day Dry 42 5.421 07/14/11 Thu 1359 0 0 1 Day Dry 43 5.730 01/16/11 Sun 1840 0 0 1 Night Dry 44 5.788 03/12/11 Sat 0800 0 1 0 Day Dry 45 5.788 12/25/11 Sun 2133 0 0 1 Night Dry 46 5.788 04/23/11 Sat 0823 0 0 1 Day Dry 47 5.846 12/19/11 Mon 0000 0 1 0 Day Dry 48 6.024 09/13/11 Tue 1258 0 1 0 Day Dry 49 6.155 05/21/11 Sat 2200 0 1 0 Night Dry 50 6.212 06/30/11 Thu 0109 0 1 0 Night Dry 51 6.268 07/03/11 Sun 1852 0 0 1 Day Dry 52 6.410 11/21/11 Mon 2220 0 1 0 Night Dry 53 6.461 03/11/11 Fri 0545 0 1 0 Night Dry 54 6.541 05/05/11 Thu 1738 0 0 1 Day Dry 55 6.541 12/13/11 Tue 1041 0 0 1 Day Dry 56 6.743 10/26/11 Wed 0726 0 0 1 Night Dry 57 6.800 02/05/11 Sat 1500 0 0 1 Day Dry 58 7.150 02/17/11 Thu 1522 0 0 1 Day Dry 59 7.217 02/24/11 Thu 1625 0 0 1 Day Dry 60 7.217 08/08/11 Mon 1446 0 0 1 Day Wet 61 7.719 08/19/11 Fri 0916 0 0 1 Day Dry 62 7.758 03/14/11 Mon 1321 0 0 1 Day Dry 63 7.815 07/07/11 Thu 1420 0 1 0 Day Wet 64 8.047 10/18/11 Tue 1545 0 4 0 Day Wet 65 8.374 08/23/11 Tue 1512 0 0 1 Day Dry 66 8.874 09/07/11 Wed 1813 0 0 1 Day Wet 67 8.893 07/04/11 Mon 1235 0 1 0 Day Dry 68 8.893 12/06/11 Tue 1636 0 2 0 Day Dry 69 9.154 04/18/11 Mon 0820 0 1 0 Day Dry 70 9.417 09/23/11 Fri 1745 0 2 0 Day Dry 71 9.417 12/30/11 Fri 1222 0 1 0 Day Dry 72 9.432 10/04/11 Tue 1228 0 1 0 Day Dry 73 9.932 03/05/11 Sat 0000 0 2 0 Day Dry 74 9.932 01/09/11 Sun 1236 1 0 0 Day Dry 75 9.932 02/22/11 Tue 1547 0 1 0 Day Dry 76 9.932 03/28/11 Mon 0911 0 0 1 Day Wet Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Rear‐End Followed too Closely Angle No Contributing Action Overturn/Rollover Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Right‐Turn Ran Stop Sign Angle Failed to Yield Right‐Of‐Way Angle Ran Red Light Rear‐End Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Followed too Closely Rear‐End Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Not Coded Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Not Coded #N/A Angle Other Contributing Action Angle Failed to Yield Right‐Of‐Way Pedalcycle No Contributing Action Not Coded Improper Backing Angle Ran Red Light Guardrail Face Other Contributing Action Angle Ran Red Light Parked Motor Vehicle Erratic, Reckless or Aggressive Rear‐End Careless or Negligent Manner Angle Exceed Posted Speed Pedestrian No Contributing Action Angle Ran Red Light Rear‐End No Contributing Action Rear‐End Other Contributing Action Rear‐End Followed too Closely Angle Failed to Yield Right‐Of‐Way Sideswipe Failed To Keep In Proper Lane Rear‐End Failed to Yield Right‐Of‐Way Rear‐End No Contributing Action Rear‐End #N/A Rear‐End Careless or Negligent Manner Backed Into Improper Backing Pedestrian No Contributing Action Pedalcycle Other Contributing Action Other Non‐Collision Failed to Yield Right‐Of‐Way Rear‐End Drove too Fast for Conditions Other Fixed Object Ran Red Light Angle Failed to Yield Right‐Of‐Way Other Fixed Object Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Angle Ran Red Light Rear‐End Careless or Negligent Manner Pedestrian No Contributing Action Not Coded Failed to Yield Right‐Of‐Way Other Non‐Collision Ran Off Roadway Left‐Turn Failed to Yield Right‐Of‐Way Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Curb Careless or Negligent Manner Sideswipe Other Contributing Action Fell/Jumped from Motor Vehicle Over‐Correcting/Over‐Steering Angle Improper Turn Not Coded Other Contributing Action Angle Careless or Negligent Manner Rear‐End Other Contributing Action Not Coded Improper Turn Sideswipe Other Contributing Action Left‐Turn Failed to Yield Right‐Of‐Way Angle Ran Red Light 88010000 5 Indian River CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) Guardrail Face Ran Off Roadway Rear‐End Careless or Negligent Manner Overturn/Rollover Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2011 TO 12/ 2011   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY 88010000 5 Indian River CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) 77 9.932 05/02/11 Mon 1819 0 0 1 Day Dry 78 9.932 07/26/11 Tue 1540 0 2 0 Day Dry 79 9.932 10/30/11 Sun 1616 0 1 0 Day Dry 80 10.232 08/22/11 Mon 0959 0 1 0 Day Dry 81 10.479 11/15/11 Tue 0630 0 1 0 Day Wet 82 11.510 08/18/11 Thu 0739 0 1 0 Day Dry 83 11.769 02/17/11 Thu 1729 0 4 0 Day Dry 84 14.210 12/22/11 Thu 1455 0 1 0 Day Dry 85 14.267 05/10/11 Tue 1000 0 2 0 Day Dry 86 14.267 10/14/11 Fri 1925 1 0 0 Night Dry 87 14.267 02/24/11 Thu 1943 0 3 0 Night Dry 88 14.267 05/24/11 Tue 1456 0 1 0 Day Dry 89 14.267 11/17/11 Thu 2025 0 2 0 Night Dry 90 14.269 08/04/11 Thu 1247 0 0 1 Day Dry 91 14.349 05/18/11 Wed 1210 0 0 1 Day Dry 92 14.517 05/30/11 Mon 1145 0 2 0 Day Dry 93 15.223 04/28/11 Thu 1235 0 1 0 Day Dry 94 15.363 12/13/11 Tue 1155 0 1 0 Day Dry 95 15.823 09/01/11 Thu 1029 0 0 1 Night Dry 96 15.823 11/11/11 Fri 0041 0 1 0 Day Dry 97 15.825 10/24/11 Mon 1346 0 0 1 Day Dry 98 15.832 10/09/11 Sun 1818 0 0 1 Day Wet 99 16.770 11/05/11 Sat 2053 0 0 1 Night Wet 100 17.246 06/27/11 Mon 2220 0 1 0 Night Wet 101 17.246 05/27/11 Fri 1556 0 2 0 Day Dry 102 17.246 11/14/11 Mon 1712 0 1 0 Night Wet 103 18.045 12/17/11 Sat 0835 0 1 0 Day Dry 104 18.345 11/10/11 Thu 1854 0 1 0 Night Dry 105 18.826 07/13/11 Wed 1229 0 0 1 Day Dry 106 18.833 02/19/11 Sat 0000 0 1 0 Day Dry 107 18.845 06/16/11 Thu 1711 0 1 0 Day Dry 108 18.845 08/16/11 Tue 1625 0 1 0 Day Wet 109 19.345 08/05/11 Fri 0154 0 1 0 Night Dry 110 19.350 07/09/11 Sat 1150 0 0 1 Day Dry 111 19.351 04/17/11 Sun 1428 0 1 0 Day Dry 112 19.425 01/12/11 Wed 1403 0 0 1 Day Dry 113 19.428 04/05/11 Tue 1451 0 1 0 Day Dry 114 19.466 01/04/11 Tue 0754 0 0 1 Day Dry 115 19.466 09/28/11 Wed 1216 0 1 0 Day Dry 116 19.466 12/14/11 Wed 1838 0 0 1 Night Dry 117 19.466 05/22/11 Sun 1529 0 0 1 Day Dry 118 19.926 08/15/11 Mon 1320 0 4 0 Day Dry 119 19.983 08/31/11 Wed 0950 0 0 1 Day Dry 120 20.351 01/29/11 Sat 1850 0 1 0 Night Dry 121 20.351 02/05/11 Sat 1220 0 0 1 Day Dry 122 20.351 07/11/11 Mon 1011 0 0 1 Day Dry 123 20.381 11/03/11 Thu 1556 0 1 0 Day Dry 124 20.493 07/27/11 Wed 1611 0 1 0 Day Dry 125 20.851 03/08/11 Tue 1320 0 1 0 Day Dry 126 21.223 06/29/11 Wed 1353 0 0 1 Day Wet 127 21.421 09/06/11 Tue 2211 0 1 0 Night Dry 128 21.423 01/06/11 Thu 1427 0 1 0 Day Dry 129 21.423 03/27/11 Sun 1259 0 2 0 Day Dry 130 21.429 08/31/11 Wed 0833 0 1 0 Day Dry 131 21.962 11/08/11 Tue 2102 0 1 0 Night Dry 132 22.073 05/31/11 Tue 1145 0 0 1 Day Dry 133 22.076 10/06/11 Thu 1657 0 0 1 Day Dry 134 22.114 08/21/11 Sun 1835 0 2 0 Day Dry 135 22.152 10/26/11 Wed 1940 0 4 0 Night Dry 136 30.657 09/14/11 Wed 1438 0 1 0 Day Dry 137 30.665 03/13/11 Sun 0038 0 1 0 Night Dry Total No. Fatal Injury PDO Rear‐End Head‐On Angle Left‐Turn Right‐Turn Sideswipe Backed  Into Ped/Bike Parked Car Fixed  Object Ran into  Water Other 1373874743029202516428015 Percent 2.19% 63.50% 34.31% 31.39% 0.00% 21.17% 14.60% 1.46% 3.65% 0.73% 4.38% 2.92% 20.44% 0.00% 10.95% Contrib.  Cause Day Night Wet Dry Careless  Driving FTYRW Improper  Turn Ran Red  Light Exceeded  Speed Improper  Passing Disreg Cntl  Dev Erratic/  Aggress Ran off  Road DUI Wrong  Way Total 102 35 15 121 62 35 7 17 3 0 0 1 2 16 2 Percent 74.45% 25.55% 10.95% 88.32% 45.26% 25.55% 5.11% 12.41% 2.19% 0.00% 0.00% 0.73% 1.46% 11.68% 1.46% 22,102 SPOT CRASH RATE 0.763TOTAL ENTERING VEHICLES/ADT: CRASHES PER MILLION ENTERING VEHICLES Traffic Sign Support Careless or Negligent Manner Tree (Standing) No Contributing Action Rear‐End Other Contributing Action Rear‐End Other Contributing Action Rear‐End No Contributing Action Sideswipe Careless or Negligent Manner Rear‐End Improper Backing Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Right‐Turn Improper Turn Left‐Turn Improper Turn Pedestrian No Contributing Action Rear‐End Other Contributing Action Sideswipe Failed To Keep In Proper Lane Utility Pole/Light Support Other Contributing Action Rear‐End No Contributing Action Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Followed too Closely Parked Motor Vehicle Followed too Closely Angle Failed to Yield Right‐Of‐Way Angle Other Contributing Action Rear‐End No Contributing Action Rear‐End Careless or Negligent Manner Angle No Contributing Action Parked Motor Vehicle Careless or Negligent Manner Fell/Jumped from Motor Vehicle Other Contributing Action Other Non‐Fixed Object Other Contributing Action Fell/Jumped from Motor Vehicle Other Contributing Action Angle Other Contributing Action Parked Motor Vehicle Other Contributing Action Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End No Contributing Action Curb Over‐Correcting/Over‐Steering Angle Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Angle Improper Turn Rear‐End Careless or Negligent Manner Culvert Other Contributing Action Not Coded Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Left‐Turn Failed to Yield Right‐Of‐Way Other Non‐Collision Other Contributing Action Angle Failed to Yield Right‐Of‐Way Rear‐End Followed too Closely Angle Failed to Yield Right‐Of‐Way Left‐Turn No Contributing Action Left‐Turn Failed to Yield Right‐Of‐Way Angle Failed to Yield Right‐Of‐Way Other Post, Pole Or Support No Contributing Action Rear‐End Careless or Negligent Manner Left‐Turn Careless or Negligent Manner Angle Swerved Or Avoided Rear‐End Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Left‐Turn Other Contributing Action Left‐Turn No Contributing Action Angle Ran Red Light State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2012 TO 12/ 2012   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY 1 0.000 10/17/12 Wed 0637 0 1 0 Night Dry 2 0.189 02/18/12 Sat 0238 1 0 0 Night Wet 3 0.395 12/18/12 Tue 1955 0 1 0 Night Dry 4 0.581 02/25/12 Sat 1825 0 1 0 Night Dry 5 0.590 05/31/12 Thu 2135 0 3 0 Night Dry 6 0.592 07/02/12 Mon 1903 0 0 1 Day Dry 7 1.435 12/08/12 Sat 2153 0 2 0 Night Wet 8 1.678 11/20/12 Tue 1257 0 1 0 Day Dry 9 1.678 09/11/12 Tue 2234 0 1 0 Night Dry 10 1.678 08/15/12 Wed 0906 0 0 1 Day Dry 11 1.678 10/12/12 Fri 1259 0 1 0 Day Dry 12 1.678 01/17/12 Tue 1310 0 1 0 Day Dry 13 1.678 01/13/12 Fri 0942 0 2 0 Day Dry 14 1.683 07/12/12 Thu 0851 0 1 0 Day Dry 15 1.687 12/13/12 Thu 0920 0 1 0 Day Dry 16 1.701 01/30/12 Mon 0000 0 1 0 Day Dry 17 1.706 12/27/12 Thu 1211 0 3 0 Day Dry 18 1.754 03/27/12 Tue 1605 0 0 1 Day Dry 19 1.769 03/15/12 Thu 1545 0 0 1 Day Dry 20 1.782 11/27/12 Tue 1351 0 1 0 Day Dry 21 1.876 01/15/12 Sun 0240 0 2 0 Night Dry 22 2.126 01/13/12 Fri 1930 0 0 1 Night Dry 23 2.132 02/07/12 Tue 0018 0 1 0 Day Dry 24 2.145 06/29/12 Fri 1014 0 1 0 Day Dry 25 2.178 12/08/12 Sat 1540 0 0 1 Day Dry 26 2.183 03/09/12 Fri 1900 0 0 1 Night Dry 27 2.289 08/11/12 Sat 2149 0 1 0 Night Wet 28 2.700 01/07/12 Sat 0430 0 0 1 Night Dry 29 2.886 11/07/12 Wed 1520 0 2 0 Day Dry 30 2.922 01/19/12 Thu 0052 0 0 1 Night Dry 31 2.981 11/12/12 Mon 1220 0 0 1 Day Dry 32 2.981 08/03/12 Fri 1000 0 0 1 Day Dry 33 2.981 03/18/12 Sun 2038 0 1 0 Night Dry 34 3.301 03/12/12 Mon 1020 0 1 0 Day Dry 35 3.301 01/01/12 Sun 0343 0 0 1 Night Dry 36 3.689 08/05/12 Sun 0140 0 0 1 Night Dry 37 3.698 07/23/12 Mon 2011 0 1 0 Night Wet 38 3.698 04/14/12 Sat 0037 0 0 1 Night Wet 39 3.700 09/29/12 Sat 1720 0 0 1 Day Wet 40 3.700 02/27/12 Mon 0740 0 1 0 Unknown Dry 41 3.700 06/26/12 Tue 0300 0 0 1 Night Dry 42 3.738 04/17/12 Tue 1618 0 1 0 Day Dry 43 3.786 08/13/12 Mon 1706 0 0 1 Day Dry 44 3.786 05/13/12 Sun 0046 0 0 1 Night Dry 45 4.167 02/03/12 Fri 1314 0 2 0 Day Dry 46 4.167 09/14/12 Fri 1646 0 2 0 Day Dry 47 4.267 06/12/12 Tue 1555 0 3 0 Day Dry 48 4.267 07/10/12 Tue 1830 0 0 1 Day Dry 49 4.267 06/08/12 Fri 0922 0 1 0 Day Dry 50 4.362 12/14/12 Fri 1825 0 0 1 Night Wet 51 4.362 12/14/12 Fri 1749 0 0 1 Night Wet 52 4.456 11/17/12 Sat 1137 0 1 0 Day Dry 53 4.779 11/04/12 Sun 1523 0 2 0 Day Dry 54 4.779 06/13/12 Wed 1320 0 1 0 Day Dry 55 4.957 02/19/12 Sun 1248 0 2 0 Day Dry 56 4.995 03/23/12 Fri 1411 0 1 0 Day Dry 57 5.070 02/21/12 Tue 1117 0 2 0 Day Dry 58 5.075 11/06/12 Tue 1801 0 0 1 Night Dry 59 5.123 04/11/12 Wed 1053 0 1 0 Day Dry 60 5.211 11/29/12 Thu 1513 0 1 0 Day Dry 61 5.215 10/16/12 Tue 1330 0 1 0 Day Dry 62 5.215 12/18/12 Tue 1459 0 0 1 Day Dry 63 5.215 11/25/12 Sun 1455 0 0 1 Day Dry 64 5.215 12/05/12 Wed 1204 0 0 1 Day Dry 65 5.283 11/14/12 Wed 1610 0 1 0 Day Dry 66 5.363 12/25/12 Tue 1936 0 0 1 Night Dry 67 5.404 07/31/12 Tue 2155 0 0 1 Night Wet 68 5.415 10/31/12 Wed 1025 0 0 1 Day Dry 69 5.415 04/20/12 Fri 2040 0 0 1 Night Wet 70 5.415 10/06/12 Sat 0915 0 1 0 Day Dry 71 5.415 10/31/12 Wed 1444 0 0 1 Day Dry 72 5.415 11/05/12 Mon 1018 0 0 1 Day Dry 73 5.415 12/18/12 Tue 1149 0 1 0 Day Dry 74 5.415 11/27/12 Tue 0831 0 2 0 Day Dry 75 5.450 08/30/12 Thu 1208 0 0 1 Day Dry 76 5.453 12/17/12 Mon 1550 0 0 1 Day Dry 88010000 5 Indian River CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) Guardrail Face Careless or Negligent Manner Curb Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Angle Ran Red Light Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Other Contributing Action Not Coded Careless or Negligent Manner Guardrail Face Erratic, Reckless or Aggressive Other Non‐Collision No Contributing Action Rear‐End Careless or Negligent Manner Right‐Turn Failed to Yield Right‐Of‐Way Rear‐End Followed too Closely Sideswipe Followed too Closely Pedestrian No Contributing Action Rear‐End Followed too Closely Right‐Turn Improper Turn Pedalcycle No Contributing Action Pedestrian No Contributing Action Angle Ran Red Light Other Traffic Barrier #N/A Curb Improper Turn Curb #N/A Tree (Standing) Careless or Negligent Manner Rear‐End Careless or Negligent Manner Sideswipe Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Head‐On Wrong Side or Wrong Way Rear‐End Followed too Closely Curb Other Contributing Action Tree (Standing)Improper Turn Angle Ran Red Light Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Pedalcycle No Contributing Action Rear‐End Other Contributing Action Guardrail End Careless or Negligent Manner Rear‐End Improper Backing Not Coded Other Contributing Action Rear‐End No Contributing Action Rear‐End Careless or Negligent Manner Not Coded Failed To Keep In Proper Lane Pedalcycle No Contributing Action Angle Careless or Negligent Manner Traffic Sign Support Other Contributing Action Not Coded No Contributing Action Sideswipe Failed to Yield Right‐Of‐Way Angle Failed to Yield Right‐Of‐Way Angle Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Rear‐End Followed too Closely Rear‐End Followed too Closely Rear‐End Followed too Closely Angle No Contributing Action Rear‐End Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Angle Ran Stop Sign Angle Ran Red Light Angle Ran Red Light Pedestrian No Contributing Action Rear‐End Careless or Negligent Manner Angle Ran Red Light Pedalcycle No Contributing Action Left‐Turn Failed to Yield Right‐Of‐Way Sideswipe Careless or Negligent Manner Angle Careless or Negligent Manner Rear‐End Followed too Closely Angle Ran Red Light Left‐Turn No Contributing Action Other Fixed Object Careless or Negligent Manner Angle No Contributing Action Rear‐End Careless or Negligent Manner Not Coded Wrong Side or Wrong Way Rear‐End Careless or Negligent Manner Angle Ran Red Light Angle Failed to Yield Right‐Of‐Way Rear‐End Improper Backing State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2012 TO 12/ 2012   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY 88010000 5 Indian River CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) 77 5.461 07/03/12 Tue 1612 0 1 0 Day Dry 78 5.514 09/17/12 Mon 1340 0 0 1 Day Dry 79 5.533 07/25/12 Wed 1157 0 0 1 Day Dry 80 5.533 12/26/12 Wed 0250 0 0 1 Day Dry 81 5.533 10/29/12 Mon 1325 0 0 1 Day Dry 82 5.629 03/30/12 Fri 1002 0 0 1 Day Dry 83 5.659 03/13/12 Tue 2116 0 1 0 Night Dry 84 5.659 11/05/12 Mon 1411 0 1 0 Day Dry 85 5.663 07/18/12 Wed 1724 0 0 1 Day Dry 86 5.788 01/16/12 Mon 2318 0 2 0 Night Dry 87 5.803 07/28/12 Sat 1451 0 1 0 Day Dry 88 5.846 08/31/12 Fri 1041 0 0 1 Day Dry 89 5.846 07/14/12 Sat 0815 0 0 1 Day Dry 90 5.846 04/15/12 Sun 1730 0 2 0 Day Dry 91 5.846 11/12/12 Mon 1328 0 0 1 Day Dry 92 5.846 05/13/12 Sun 1213 0 0 1 Day Dry 93 5.846 10/13/12 Sat 0906 0 3 0 Day Dry 94 5.867 11/16/12 Fri 2202 0 0 1 Night Dry 95 6.142 12/10/12 Mon 1015 0 2 0 Day Dry 96 6.239 11/20/12 Tue 2123 0 0 1 Night Dry 97 6.268 08/22/12 Wed 1128 0 0 1 Day Dry 98 6.268 07/23/12 Mon 0844 0 0 1 Day Dry 99 6.268 08/03/12 Fri 2017 0 0 1 Night Dry 100 6.268 08/03/12 Fri 2017 0 0 1 Night Dry 101 6.268 06/19/12 Tue 1508 0 1 0 Day Dry 102 6.268 09/13/12 Thu 0733 0 1 0 Day Dry 103 6.276 06/28/12 Thu 1125 0 0 1 Day Dry 104 6.277 10/31/12 Wed 0952 0 0 1 Day Dry 105 6.363 12/19/12 Wed 0250 0 2 0 Night Wet 106 6.363 09/10/12 Mon 1525 0 0 1 Day Dry 107 6.410 02/07/12 Tue 0000 0 0 1 Night Wet 108 6.541 08/02/12 Thu 2335 0 3 0 Day Dry 109 6.541 09/02/12 Sun 0339 0 2 0 Night Dry 110 6.794 10/26/12 Fri 2259 0 1 0 Night Wet 111 7.217 06/22/12 Fri 1252 0 1 0 Day Dry 112 7.217 07/26/12 Thu 1400 0 0 1 Day Dry 113 7.217 12/04/12 Tue 1205 0 0 1 Day Dry 114 7.608 05/08/12 Tue 1110 0 0 1 Day Dry 115 7.608 07/20/12 Fri 1635 0 1 0 Day Dry 116 7.719 06/28/12 Thu 1310 0 3 0 Day Dry 117 7.839 11/16/12 Fri 2100 0 2 0 Night Wet 118 7.848 07/12/12 Thu 1545 0 0 1 Day Dry 119 7.849 02/07/12 Tue 1930 0 0 1 Night Dry 120 7.853 12/11/12 Tue 0239 0 1 0 Night Wet 121 7.853 12/04/12 Tue 1619 0 0 1 Day Dry 122 7.911 03/08/12 Thu 1037 0 3 0 Day Dry 123 8.075 08/26/12 Sun 2032 0 0 1 Night Wet 124 8.374 02/16/12 Thu 1250 0 5 0 Day Dry 125 8.827 10/25/12 Thu 2026 1 0 0 Night Wet 126 8.879 03/08/12 Thu 0825 0 1 0 Day Other 127 8.879 03/08/12 Thu 0825 0 1 0 Day Other 128 8.893 02/28/12 Tue 1103 0 2 0 Day Dry 129 8.893 10/24/12 Wed 0544 0 1 0 Night Dry 130 8.893 10/24/12 Wed 0544 0 1 0 Night Dry 131 9.417 08/16/12 Thu 1511 0 0 1 Day Wet 132 9.417 05/11/12 Fri 1013 0 1 0 Day Dry 133 9.455 04/16/12 Mon 1649 0 1 0 Day Dry 134 9.904 12/18/12 Tue 1914 0 1 0 Night Dry 135 9.932 11/07/12 Wed 1440 0 2 0 Day Dry 136 9.932 12/18/12 Tue 1850 0 3 0 Night Dry 137 9.932 04/09/12 Mon 1425 0 1 0 Day Dry 138 9.932 07/26/12 Thu 0732 0 1 0 Day Dry 139 9.932 03/14/12 Wed 0610 0 1 0 Night Dry 140 9.932 04/09/12 Mon 1425 0 1 0 Day Dry 141 9.932 10/23/12 Tue 1410 0 0 1 Day Dry 142 11.510 12/26/12 Wed 0000 0 1 0 Day Dry 143 11.510 07/21/12 Sat 1353 0 2 0 Day Dry 144 11.516 02/28/12 Tue 0758 0 3 0 Day Wet 145 12.037 10/06/12 Sat 0000 0 0 1 Night Wet 146 12.510 12/07/12 Fri 1855 0 1 0 Night Dry 147 13.060 03/21/12 Wed 0810 0 1 0 Day Wet 148 13.642 09/28/12 Fri 1729 0 1 0 Day Dry 149 13.670 11/20/12 Tue 1401 0 0 1 Unknown Other 150 13.789 09/11/12 Tue 1418 0 1 0 Day Wet 151 14.078 11/08/12 Thu 1700 0 2 0 Day Dry 152 14.267 05/03/12 Thu 2117 0 1 0 Night Dry Pedalcycle Careless or Negligent Manner Sideswipe No Contributing Action Angle Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Not Coded Failed To Keep In Proper Lane Not Coded Failed To Keep In Proper Lane Angle Ran Red Light Curb Careless or Negligent Manner Angle No Contributing Action Angle Failed to Yield Right‐Of‐Way Rear‐End Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Pedalcycle No Contributing Action Pedalcycle Ran Stop Sign Utility Pole/Light Support Failed To Keep In Proper Lane Angle Ran Red Light Other Fixed Object Careless or Negligent Manner Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Other Fixed Object No Contributing Action Angle Ran Red Light Rear‐End Other Contributing Action Left‐Turn Ran Red Light Rear‐End Careless or Negligent Manner Traffic Sign Support Ran Off Roadway Angle Ran Red Light Angle Careless or Negligent Manner Rear‐End Careless or Negligent Manner Curb Exceed Posted Speed Sideswipe Failed To Keep In Proper Lane Angle Other Contributing Action Angle Ran Red Light Sideswipe Careless or Negligent Manner Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Angle Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Pedestrian No Contributing Action Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Angle Ran Stop Sign Angle Failed to Yield Right‐Of‐Way Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Rear‐End Drove too Fast for Conditions Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Left‐Turn Improper Turn Rear‐End Other Contributing Action Not Coded No Contributing Action Rear‐End Followed too Closely Angle Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Angle Failed to Yield Right‐Of‐Way Angle Failed to Yield Right‐Of‐Way Left‐Turn Failed to Yield Right‐Of‐Way Angle Careless or Negligent Manner Angle Failed to Yield Right‐Of‐Way Left‐Turn Careless or Negligent Manner Rear‐End Other Contributing Action Angle Failed to Yield Right‐Of‐Way Left‐Turn Careless or Negligent Manner Left‐Turn Ran Red Light Curb Failed To Keep In Proper Lane Left‐Turn Failed to Yield Right‐Of‐Way Not Coded Failed to Yield Right‐Of‐Way Tree (Standing) Drove too Fast for Conditions Rear‐End Careless or Negligent Manner Pedestrian No Contributing Action Rear‐End Careless or Negligent Manner Rear‐End No Contributing Action State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2012 TO 12/ 2012   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY 88010000 5 Indian River CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) 153 14.267 11/27/12 Tue 1921 0 1 0 Night Dry 154 14.267 04/09/12 Mon 1744 0 1 0 Day Dry 155 14.517 10/18/12 Thu 1940 0 2 0 Night Dry 156 15.626 11/22/12 Thu 1505 0 1 0 Day Dry 157 15.783 08/08/12 Wed 1724 0 1 0 Day Dry 158 15.823 11/16/12 Fri 1134 0 0 1 Day Dry 159 15.823 08/02/12 Thu 1355 0 4 0 Day Dry 160 15.823 11/14/12 Wed 1528 0 1 0 Day Wet 161 15.823 04/02/12 Mon 2016 0 2 0 Night Dry 162 15.827 01/21/12 Sat 1040 0 0 1 Day Dry 163 16.031 01/18/12 Wed 0648 0 1 0 Night Dry 164 16.323 10/11/12 Thu 0650 0 0 1 Night Dry 165 16.612 01/04/12 Wed 1957 0 0 1 Night Dry 166 17.244 05/11/12 Fri 2321 0 1 0 Night Dry 167 17.830 12/11/12 Tue 0820 0 1 0 Day Wet 168 17.842 12/01/12 Sat 1102 0 1 0 Day Dry 169 18.445 04/22/12 Sun 1915 0 1 0 Night Dry 170 18.845 04/21/12 Sat 1514 0 2 0 Day Dry 171 18.845 07/11/12 Wed 0756 0 2 0 Day Dry 172 18.845 12/01/12 Sat 1635 0 1 0 Day Dry 173 18.845 12/20/12 Thu 1503 0 0 1 Day Dry 174 18.864 09/28/12 Fri 1137 0 2 0 Day Dry 175 19.175 10/17/12 Wed 1616 0 1 0 Day Dry 176 19.299 04/03/12 Tue 0019 0 0 1 Night Dry 177 19.371 12/31/12 Mon 1209 0 0 1 Day Dry 178 19.383 12/28/12 Fri 1255 0 1 0 Day Dry 179 19.460 07/31/12 Tue 1227 0 1 0 Day Dry 180 19.464 03/12/12 Mon 1434 0 1 0 Day Dry 181 19.466 05/10/12 Thu 1921 0 3 0 Day Dry 182 19.466 06/20/12 Wed 0747 0 0 1 Day Wet 183 19.466 06/21/12 Thu 2306 0 2 0 Night Dry 184 19.466 08/29/12 Wed 1825 0 0 1 Day Dry 185 19.466 11/20/12 Tue 1543 0 0 1 Day Dry 186 19.466 12/25/12 Tue 1848 0 1 0 Night Dry 187 19.549 06/22/12 Fri 0032 0 0 1 Night Dry 188 19.924 10/10/12 Wed 1827 0 0 1 Day Dry 189 19.926 09/07/12 Fri 1518 0 2 0 Day Dry 190 20.223 12/08/12 Sat 1651 0 2 0 Day Dry 191 20.286 12/06/12 Thu 1051 0 0 1 Day Dry 192 20.351 02/10/12 Fri 1614 0 0 1 Day Wet 193 20.351 12/14/12 Fri 1939 0 0 1 Night Dry 194 20.355 10/30/12 Tue 1406 0 2 0 Day Dry 195 20.484 09/21/12 Fri 0740 0 0 1 Day Dry 196 20.646 01/24/12 Tue 1416 0 1 0 Day Dry 197 20.646 08/23/12 Thu 1257 0 1 0 Day Dry 198 20.853 04/06/12 Fri 1450 0 2 0 Day Dry 199 21.234 11/02/12 Fri 0849 0 1 0 Day Dry 200 21.423 08/02/12 Thu 0800 0 1 0 Day Dry 201 21.447 11/16/12 Fri 1037 0 3 0 Day Dry 202 21.823 09/08/12 Sat 1120 0 1 0 Day Dry 203 21.923 01/14/12 Sat 1409 0 2 0 Day Dry 204 22.080 03/18/12 Sun 0634 0 0 1 Unknown Dry 205 5.882 11/12/12 Mon 1635 0 0 1 Day Wet 206 30.665 12/26/12 Wed 0404 0 0 1 Night Dry 207 30.665 08/12/12 Sun 2033 0 2 0 Night Wet 208 30.665 02/16/12 Thu 1832 0 1 0 Day Dry 209 30.665 04/07/12 Sat 2109 0 0 1 Night Dry 210 0.263 12/10/12 Mon 1021 0 0 1 Day Dry 211 0.263 02/21/12 Tue 1813 0 0 1 Day Dry 212 0.263 12/09/12 Sun 0914 0 0 1 Day Dry Total No. Fatal Injury PDO Rear‐End Head‐On Angle Left‐Turn Right‐Turn Sideswipe Backed  Into Ped/Bike Parked Car Fixed  Object Ran into  Water Other 212 2 123 87 69 1 46 23 2 9 0 14 2 28 1 15 Percent 0.94% 58.02% 41.04% 32.55% 0.47% 21.70% 10.85% 0.94% 4.25% 0.00% 6.60% 0.94% 13.21% 0.47% 7.08% Contrib.  Cause Day Night Wet Dry Careless  Driving FTYRW Improper  Turn Ran Red  Light Exceeded  Speed Improper  Passing Disreg Cntl  Dev Erratic/  Aggress Ran off  Road DUI Wrong  Way Total 144 65 28 181 62 35 7 17 3 0 0 1 2 28 2 Percent 67.92% 30.66% 13.21% 85.38% 29.25% 16.51% 3.30% 8.02% 1.42% 0.00% 0.00% 0.47% 0.94% 13.21% 0.94% 22,829 SPOT CRASH RATE 1.142 Left‐Turn Failed to Yield Right‐Of‐Way Left‐Turn Failed to Yield Right‐Of‐Way Left‐Turn Improper Turn Not Coded Improper Backing Tree (Standing) Failed To Keep In Proper Lane Parked Motor Vehicle No Contributing Action Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Left‐Turn Failed to Yield Right‐Of‐Way Curb Careless or Negligent Manner Rear‐End Careless or Negligent Manner Angle Ran Red Light Angle Ran Red Light Curb Other Contributing Action Rear‐End Careless or Negligent Manner Tree (Standing) Careless or Negligent Manner Ran into Water/Canal No Contributing Action Sideswipe Careless or Negligent Manner Rear‐End Other Contributing Action Fell/Jumped from Motor Vehicle No Contributing Action Rear‐End No Contributing Action Pedalcycle Improper Backing Left‐Turn No Contributing Action Curb Other Contributing Action Rear‐End No Contributing Action Rear‐End Followed too Closely Rear‐End #N/A Rear‐End Other Contributing Action Mailbox Failed To Keep In Proper Lane Angle Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Angle Other Contributing Action Left‐Turn Improper Turn Angle No Contributing Action Parked Motor Vehicle Other Contributing Action Angle No Contributing Action Left‐Turn Failed to Yield Right‐Of‐Way Pedalcycle Careless or Negligent Manner Not Coded Failed to Yield Right‐Of‐Way Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Failed to Yield Right‐Of‐Way Rear‐End Other Contributing Action Not Coded Other Contributing Action Tree (Standing) Ran Off Roadway Rear‐End Other Contributing Action Not Coded Other Contributing Action Not Coded No Contributing Action Angle Other Contributing Action Rear‐End Careless or Negligent Manner Not Coded No Contributing Action Rear‐End No Contributing Action Rear‐End Other Contributing Action Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Rear‐End Careless or Negligent Manner Other Fixed Object Followed too Closely Left‐Turn Failed to Yield Right‐Of‐Way Rear‐End Careless or Negligent Manner Sideswipe Improper Turn Rear‐End Other Contributing Action TOTAL ENTERING VEHICLES/ADT: CRASHES PER MILLION ENTERING VEHICLES State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2013 TO 12/ 2013   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY 1 0.000 06/11/13 Tue 1422 0 0 1 Day Dry 2 0.000 09/21/13 Sat 0246 0 0 1 Night Dry 3 0.029 04/06/13 Sat 0107 0 0 1 Night Dry 4 0.100 01/21/13 Mon 2030 0 0 1 Night Wet 5 0.338 01/13/13 Sun 2044 0 2 0 Night Dry 6 0.590 12/07/13 Sat 0846 0 1 0 Day Wet 7 0.590 01/18/13 Fri 1421 0 2 0 Day Dry 8 0.590 10/18/13 Fri 1702 0 2 0 Day Dry 9 0.590 02/01/13 Fri 0403 0 0 1 Night Dry 10 0.590 10/16/13 Wed 1206 0 0 1 Day Dry 11 0.637 06/13/13 Thu 1749 0 0 1 Day Dry 12 0.690 03/23/13 Sat 0931 0 2 0 Day Wet 13 0.840 03/10/13 Sun 0910 0 2 0 Day Dry 14 1.090 11/21/13 Thu 1520 0 0 1 Day Wet 15 1.435 10/12/13 Sat 1559 0 1 0 Day Dry 16 1.626 08/13/13 Tue 1435 0 0 1 Day Dry 17 1.678 06/02/13 Sun 0718 0 2 0 Day Dry 18 1.678 01/31/13 Thu 1200 0 1 0 Day Dry 19 1.678 05/12/13 Sun 2126 0 1 0 Night Dry 20 1.678 10/01/13 Tue 0800 0 0 1 Night Dry 21 2.126 04/30/13 Tue 2200 0 1 0 Day Dry 22 2.126 06/03/13 Mon 1704 0 3 0 Day Wet 23 2.131 07/09/13 Tue 0929 0 0 1 Day Dry 24 2.363 08/14/13 Wed 0723 0 1 0 Day Dry 25 2.626 11/14/13 Thu 1600 0 0 1 Day Dry 26 3.231 01/12/13 Sat 1300 0 2 0 Day Dry 27 3.301 07/27/13 Sat 0120 0 0 1 Night Dry 28 3.475 02/09/13 Sat 1330 0 1 0 Day Dry 29 3.691 03/20/13 Wed 2210 0 0 1 Night Dry 30 3.698 07/03/13 Wed 1523 0 4 0 Day Dry 31 3.700 01/16/13 Wed 1920 0 0 1 Night Dry 32 3.700 03/09/13 Sat 2240 0 1 0 Night Dry 33 3.700 06/19/13 Wed 1100 0 1 0 Day Dry 34 3.700 08/03/13 Sat 1456 0 5 0 Day Dry 35 3.700 09/12/13 Thu 1632 0 0 1 Day Wet 36 3.964 02/13/13 Wed 1416 0 0 1 Day Dry 37 4.239 03/30/13 Sat 1750 0 0 1 Night Dry 38 4.267 12/10/13 Tue 0912 0 1 0 Day Dry 39 4.267 12/18/13 Wed 1508 0 2 0 Day Dry 40 4.267 05/10/13 Fri 0729 0 0 1 Day Dry 41 4.267 09/24/13 Tue 1552 0 0 1 Day Dry 42 4.267 10/17/13 Thu 0800 0 0 1 Day Dry 43 4.362 01/22/13 Tue 1440 0 1 0 Day Dry 44 4.362 08/26/13 Mon 1822 0 0 1 Night Dry 45 4.452 04/01/13 Mon 0247 0 1 0 Night Dry 46 4.528 02/11/13 Mon 0816 0 1 0 Day Dry 47 5.078 07/24/13 Wed 1530 0 1 0 Day Wet 48 5.104 11/01/13 Fri 2339 0 0 1 Unknown Other 49 5.211 03/08/13 Fri 1541 0 0 1 Day Dry 50 5.215 05/29/13 Wed 1328 0 1 0 Day Wet 51 5.224 08/30/13 Fri 2150 0 0 1 Night Dry 52 5.283 09/13/13 Fri 1019 0 1 0 Day Dry 53 5.402 06/28/13 Fri 1723 0 0 1 Day Dry 54 5.406 09/21/13 Sat 1208 0 0 1 Day Dry 55 5.410 12/17/13 Tue 1243 0 1 0 Day Dry 56 5.411 12/02/13 Mon 1430 0 0 1 Day Dry 57 5.412 10/02/13 Wed 1421 0 0 1 Day Dry 58 5.415 02/19/13 Tue 2030 0 2 0 Night Dry 59 5.415 10/23/13 Wed 2321 0 0 1 Day Dry 60 5.415 01/23/13 Wed 1146 0 1 0 Day Dry 61 5.415 12/24/13 Tue 1805 0 1 0 Night Dry 62 5.415 10/24/13 Thu 1900 0 1 0 Night Dry 63 5.415 12/16/13 Mon 1354 0 1 0 Day Dry 64 5.415 10/16/13 Wed 1606 0 1 0 Day Dry 65 5.419 12/03/13 Tue 1834 0 0 1 Night Dry 66 5.495 05/24/13 Fri 2229 0 1 0 Night Dry 67 5.533 09/02/13 Mon 1307 0 1 0 Day Dry 68 5.533 09/09/13 Mon 1646 0 0 1 Day Dry 69 5.533 10/08/13 Tue 1230 0 0 1 Day Dry 70 5.659 06/11/13 Tue 0835 0 0 1 Day Dry 71 5.721 05/18/13 Sat 1239 0 3 0 Day Dry 72 5.750 04/18/13 Thu 1353 0 1 0 Day Dry 73 5.781 10/22/13 Tue 1310 0 0 1 Day Dry 74 5.788 11/27/13 Wed 0229 0 1 0 Night Dry 75 5.788 03/01/13 Fri 2112 0 0 1 Night Dry 76 5.788 03/26/13 Tue 1737 0 1 0 Day Dry 77 5.788 01/09/13 Wed 2120 0 0 1 Day Dry Indian River No Contributing Action Careless or Negligent Manner Careless or Negligent Manner Other Contributing Action Ran Red Light Ran Red Light No Contributing Action Failed to Yield Right‐Of‐Way No Contributing Action Failed to Yield Right‐Of‐Way Careless or Negligent Manner Ran Red Light Careless or Negligent Manner Failed to Yield Right‐Of‐Way No Contributing Action Ran Red Light Failed To Keep In Proper Lane Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Followed too Closely Careless or Negligent Manner Ran Stop Sign Improper Turn Other Contributing Action Careless or Negligent Manner Careless or Negligent Manner Failed to Yield Right‐Of‐Way Followed too Closely Careless or Negligent Manner Followed too Closely Careless or Negligent Manner Wrong Side or Wrong Way Failed to Yield Right‐Of‐Way Followed too Closely Careless or Negligent Manner Ran Red Light Careless or Negligent Manner Failed to Yield Right‐Of‐Way Followed too Closely Careless or Negligent Manner Careless or Negligent Manner Followed too Closely Wrong Side or Wrong Way Careless or Negligent Manner Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Ran Off Roadway Ran Red Light Careless or Negligent Manner Failed to Yield Right‐Of‐Way Other Contributing Action Failed to Yield Right‐Of‐Way Other Contributing Action Other Contributing Action Followed too Closely No Contributing Action Careless or Negligent Manner Other Contributing Action Improper Turn Careless or Negligent Manner No Contributing Action Careless or Negligent Manner Failed To Keep In Proper Lane Failed to Yield Right‐Of‐Way Improper Backing Improper Turn Ran Red Light Ran Red Light Pedalcycle Rear‐End Other Post, Pole Or Support Angle Angle Angle Pedestrian Angle Pedestrian Left‐Turn Rear‐End Angle Rear‐End Angle Pedestrian Angle Left‐Turn Left‐Turn Angle Rear‐End Rear‐End Angle Angle Pedestrian Rear‐End Rear‐End Angle Rear‐End Rear‐End Rear‐End Parked Motor Vehicle Pedalcycle Angle Not Coded Rear‐End Angle Sideswipe Angle Rear‐End Rear‐End Rear‐End Rear‐End Angle Left‐Turn Not Coded Left‐Turn Angle Angle Curb Angle Pedalcycle Drove too Fast for Conditions Other Contributing Action Drove too Fast for Conditions Failed to Yield Right‐Of‐Way Drove too Fast for Conditions Other Contributing Action Other Contributing Action Failed to Yield Right‐Of‐Way Failed To Keep In Proper Lane 588010000 CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) Rear‐End Bridge Pier or Support Bridge Rail Rear‐End Not Coded Left‐Turn Left‐Turn Left‐Turn Tree (Standing) Not Coded Rear‐End Curb Rear‐End Other Post, Pole Or Support Rear‐End Angle Angle Pedalcycle Left‐Turn Struck by Falling/Shifting Cargo Rear‐End Angle Angle Pedalcycle Not Coded Rear‐End State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2013 TO 12/ 2013   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY Indian River 588010000 CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) 78 5.788 11/19/13 Tue 2201 0 1 0 Night Dry 79 5.788 08/12/13 Mon 0213 0 0 1 Night Dry 80 5.788 10/25/13 Fri 1740 0 0 1 Day Dry 81 5.788 11/24/13 Sun 0755 0 1 0 Day Dry 82 5.807 01/11/13 Fri 1202 0 2 0 Day Dry 83 5.846 01/12/13 Sat 1312 0 1 0 Day Dry 84 5.846 03/22/13 Fri 1100 0 2 0 Day Dry 85 5.846 07/12/13 Fri 1008 0 1 0 Day Dry 86 5.846 08/22/13 Thu 1533 0 0 1 Day Dry 87 5.846 09/19/13 Thu 1048 0 0 1 Day Dry 88 5.848 06/11/13 Tue 1235 0 2 0 Day Dry 89 5.850 03/11/13 Mon 0905 0 0 1 Day Dry 90 5.863 08/16/13 Fri 1830 0 2 0 Day Dry 91 5.882 05/21/13 Tue 0044 0 1 0 Day Dry 92 5.920 04/25/13 Thu 0952 0 1 0 Day Dry 93 6.108 08/19/13 Mon 1725 0 1 0 Day Dry 94 6.146 10/27/13 Sun 1928 0 0 1 Night Dry 95 6.268 12/10/13 Tue 1319 0 1 0 Day Dry 96 6.268 07/26/13 Fri 0000 0 3 0 Day Dry 97 6.268 04/03/13 Wed 0042 0 0 1 Day Dry 98 6.268 04/19/13 Fri 0825 0 0 1 Day Dry 99 6.448 05/03/13 Fri 1314 0 1 0 Day Dry 100 6.514 01/16/13 Wed 1518 0 1 0 Day Dry 101 6.541 03/10/13 Sun 2114 0 0 1 Unknown Other 102 6.541 03/02/13 Sat 1126 0 0 1 Day Dry 103 6.541 03/18/13 Mon 0824 0 0 1 Unknown Other 104 6.541 06/05/13 Wed 1715 0 1 0 Day Wet 105 6.541 12/22/13 Sun 1809 0 3 0 Night Dry 106 6.712 04/05/13 Fri 0130 0 1 0 Night Dry 107 6.743 01/24/13 Thu 1624 0 2 0 Day Dry 108 6.743 05/19/13 Sun 0855 0 1 0 Day Dry 109 6.743 02/09/13 Sat 1528 0 1 0 Day Dry 110 6.743 12/18/13 Wed 1124 0 1 0 Day Dry 111 6.785 02/25/13 Mon 0840 0 1 0 Night Dry 112 6.793 04/29/13 Mon 0000 0 1 0 Day Dry 113 6.927 12/12/13 Thu 1000 0 0 1 Day Dry 114 7.090 06/11/13 Tue 1600 0 0 1 Day Dry 115 7.217 07/25/13 Thu 1624 0 0 1 Day Dry 116 7.217 06/07/13 Fri 1151 0 1 0 Day Dry 117 7.217 10/31/13 Thu 1410 0 1 0 Day Other 118 7.267 09/24/13 Tue 0805 0 0 1 Day Other 119 7.286 04/30/13 Tue 1537 0 0 1 Day Wet 120 7.603 07/30/13 Tue 1526 0 1 0 Day Dry 121 7.608 06/26/13 Wed 1717 0 1 0 Day Wet 122 7.719 07/18/13 Thu 1132 0 0 1 Day Dry 123 7.719 06/10/13 Mon 0425 0 2 0 Day Dry 124 7.719 02/01/13 Fri 1338 0 0 1 Day Dry 125 7.786 01/19/13 Sat 0034 0 0 1 Night Wet 126 7.806 04/03/13 Wed 1006 0 0 1 Day Dry 127 7.853 04/01/13 Mon 1757 0 1 0 Day Dry 128 7.911 08/27/13 Tue 1332 0 0 1 Day Dry 129 7.961 10/22/13 Tue 0748 0 1 0 Day Dry 130 8.011 01/19/13 Sat 0902 1 1 0 Day Dry 131 8.061 07/16/13 Tue 0551 0 0 1 Day Wet 132 8.279 03/30/13 Sat 2218 0 0 1 Night Dry 133 8.893 06/01/13 Sat 1819 0 1 0 Day Wet 134 8.969 09/16/13 Mon 0754 0 1 0 Day Dry 135 9.148 12/14/13 Sat 1510 0 0 1 Day Dry 136 9.228 08/27/13 Tue 0128 0 1 0 Night Wet 137 9.417 11/01/13 Fri 2137 0 2 0 Night Dry 138 9.904 02/08/13 Fri 2004 0 1 0 Night Dry 139 9.932 09/22/13 Sun 1043 0 2 0 Day Dry 140 9.932 08/21/13 Wed 0036 0 0 1 Night Dry 141 9.979 09/24/13 Tue 0949 0 2 0 Day Wet 142 10.970 07/05/13 Fri 1643 0 0 1 Day Dry 143 11.514 03/01/13 Fri 1712 1 0 0 Day Dry 144 11.548 07/29/13 Mon 0645 0 1 0 Day Dry 145 12.035 03/19/13 Tue 1420 0 0 1 Day Dry 146 12.035 09/26/13 Thu 1155 0 0 1 Day Dry 147 12.784 09/17/13 Tue 0312 0 1 0 Day Wet 148 13.119 02/26/13 Tue 1525 0 1 0 Day Wet 149 13.119 12/22/13 Sun 0430 0 1 0 Unknown Other 150 13.390 06/16/13 Sun 2135 0 1 0 Day Dry 151 13.670 05/21/13 Tue 0656 0 1 0 Day Wet 152 13.855 02/11/13 Mon 2008 0 2 0 Night Dry 153 13.874 02/05/13 Tue 1104 0 2 0 Day Dry 154 14.191 03/11/13 Mon 1640 0 2 0 Day Dry Failed to Yield Right‐Of‐Way Other Contributing Action No Contributing Action Careless or Negligent Manner Failed To Keep In Proper Lane Careless or Negligent Manner Swerved Or Avoided Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Ran Off Roadway Ran Off Roadway Failed to Yield Right‐Of‐Way No Contributing Action Careless or Negligent Manner Careless or Negligent Manner Careless or Negligent Manner Careless or Negligent Manner Careless or Negligent Manner Careless or Negligent Manner Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Other Contributing Action Over‐Correcting/Over‐Steering Failed to Yield Right‐Of‐Way #N/A No Contributing Action Followed too Closely Failed to Yield Right‐Of‐Way Careless or Negligent Manner Failed to Yield Right‐Of‐Way Followed too Closely No Contributing Action Other Contributing Action Ran Red Light Ran Red Light Ran Red Light Followed too Closely Careless or Negligent Manner No Contributing Action Careless or Negligent Manner Failed to Yield Right‐Of‐Way Careless or Negligent Manner Other Contributing Action No Contributing Action Followed too Closely Careless or Negligent Manner Followed too Closely Careless or Negligent Manner Careless or Negligent Manner Careless or Negligent Manner Careless or Negligent Manner Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Careless or Negligent Manner Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Ran Red Light No Contributing Action Ran Red Light Followed too Closely Other Contributing Action Other Contributing Action Ran Red Light Other Contributing Action Ran Red Light Followed too Closely Careless or Negligent Manner Careless or Negligent Manner Careless or Negligent Manner Ran Red Light Failed To Keep In Proper Lane Careless or Negligent Manner No Contributing Action No Contributing Action Careless or Negligent Manner No Contributing Action Careless or Negligent Manner Left‐Turn Not Coded Overturn/Rollover Curb Mailbox Rear‐End Not Coded Angle Angle Overturn/Rollover Curb Angle Overturn/Rollover Rear‐End Rear‐End Rear‐End Angle Rear‐End Rear‐End Angle Left‐Turn Rear‐End Tree (Standing) Left‐Turn Sideswipe Rear‐End Rear‐End Rear‐End Overturn/Rollover Left‐Turn Rear‐End Sideswipe Bridge Rail Angle Angle Angle Rear‐End Rear‐End Pedalcycle Rear‐End Left‐Turn Rear‐End Rear‐End Rear‐End Rear‐End Rear‐End Not Coded Rear‐End Angle Angle Rear‐End Rear‐End Right‐Turn Sideswipe Left‐Turn Angle Angle Angle Angle Rear‐End Pedalcycle Not Coded Angle Not Coded Pedalcycle Rear‐End Traffic Sign Support Tree (Standing) Rear‐End Angle Sideswipe Rear‐End Rear‐End Tree (Standing) Not Coded Angle Rear‐End State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2013 TO 12/ 2013   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY Indian River 588010000 CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) 155 14.267 03/10/13 Sun 1127 0 0 1 Day Dry 156 14.267 06/17/13 Mon 1341 0 0 1 Day Dry 157 14.349 04/18/13 Thu 2143 0 0 1 Night Dry 158 14.392 04/16/13 Tue 1645 0 0 1 Day Dry 159 14.612 07/11/13 Thu 1338 0 0 1 Unknown Other 160 14.767 12/08/13 Sun 2128 0 0 1 Night Dry 161 14.854 06/19/13 Wed 1227 0 1 0 Unknown Other 162 14.973 01/24/13 Thu 0213 0 1 0 Night Dry 163 15.574 01/09/13 Wed 1500 0 0 1 Day Dry 164 15.728 08/22/13 Thu 1521 0 2 0 Day Dry 165 15.795 06/28/13 Fri 1559 0 0 1 Day Dry 166 15.823 10/21/13 Mon 0834 0 1 0 Day Dry 167 15.823 01/23/13 Wed 1956 2 2 0 Night Dry 168 15.823 04/12/13 Fri 0940 0 0 1 Day Dry 169 15.823 07/11/13 Thu 1957 0 1 0 Night Dry 170 16.203 01/28/13 Mon 1500 0 0 1 Day Dry 171 16.203 08/09/13 Fri 1550 0 1 0 Day Dry 172 16.357 02/27/13 Wed 1538 0 2 0 Day Dry 173 16.616 04/28/13 Sun 0926 0 1 0 Unknown Other 174 17.091 07/07/13 Sun 1906 0 1 0 Day Dry 175 17.246 01/02/13 Wed 1400 1 0 0 Day Dry 176 17.250 02/20/13 Wed 1700 0 1 0 Day Dry 177 17.274 09/13/13 Fri 0730 0 1 0 Day Dry 178 17.748 04/20/13 Sat 0828 0 1 0 Day Dry 179 17.925 03/09/13 Sat 1505 0 1 0 Day Dry 180 18.788 04/19/13 Fri 1319 0 0 1 Night Dry 181 18.831 03/23/13 Sat 1719 0 0 1 Day Dry 182 18.836 07/18/13 Thu 0837 0 1 0 Day Dry 183 18.845 01/05/13 Sat 1015 0 0 1 Day Dry 184 18.845 01/25/13 Fri 1212 0 0 1 Day Dry 185 18.845 02/15/13 Fri 1918 0 0 1 Night Dry 186 18.845 04/21/13 Sun 2029 0 0 1 Night Dry 187 18.845 07/04/13 Thu 2202 0 1 0 Night Dry 188 18.845 09/23/13 Mon 0920 0 0 1 Day Dry 189 18.845 11/23/13 Sat 2324 0 0 1 Night Dry 190 18.845 12/02/13 Mon 1723 0 0 1 Day Dry 191 18.927 04/23/13 Tue 1322 0 1 0 Day Dry 192 18.941 02/02/13 Sat 0338 0 1 0 Night Dry 193 18.966 02/04/13 Mon 1055 0 1 0 Day Dry 194 19.317 02/09/13 Sat 2320 0 1 0 Night Dry 195 19.345 10/04/13 Fri 1023 0 0 1 Day Dry 196 19.354 12/27/13 Fri 1254 0 1 0 Day Dry 197 19.466 12/02/13 Mon 1603 0 0 1 Day Dry 198 19.549 07/11/13 Thu 1955 0 0 1 Day Dry 199 19.558 09/06/13 Fri 1715 0 0 1 Day Dry 200 19.608 04/07/13 Sun 0204 0 0 1 Night Dry 201 19.608 11/30/13 Sat 0659 0 1 0 Day Wet 202 19.667 12/23/13 Mon 1318 0 1 0 Day Dry 203 19.767 02/02/13 Sat 1541 0 1 0 Day Dry 204 19.907 08/29/13 Thu 1301 0 0 1 Day Dry 205 19.926 07/05/13 Fri 1520 0 1 0 Day Dry 206 19.935 02/14/13 Thu 1336 0 0 1 Day Wet 207 20.173 02/22/13 Fri 1342 0 0 1 Day Dry 208 20.223 08/16/13 Fri 1445 0 2 0 Day Dry 209 20.232 02/26/13 Tue 1419 0 1 0 Day Wet 210 20.256 11/21/13 Thu 0903 0 1 0 Day Dry 211 20.351 01/12/13 Sat 1044 0 1 0 Day Dry 212 20.351 03/19/13 Tue 1239 0 4 0 Day Dry 213 20.351 04/30/13 Tue 1121 0 0 1 Day Dry 214 20.351 05/18/13 Sat 1527 0 1 0 Day Dry 215 20.351 08/16/13 Fri 0957 0 1 0 Day Dry 216 20.423 02/01/13 Fri 0853 0 1 0 Day Dry 217 20.446 10/26/13 Sat 1446 0 2 0 Day Dry 218 20.484 01/18/13 Fri 1333 0 0 1 Day Dry 219 20.601 12/24/13 Tue 2125 0 0 1 Day Dry 220 20.635 07/29/13 Mon 1002 0 0 1 Day Dry 221 21.309 12/24/13 Tue 1930 0 1 0 Night Dry 222 21.423 04/14/13 Sun 0400 0 0 1 Day Dry 223 21.423 06/24/13 Mon 1423 0 3 0 Unknown Other 224 21.423 10/14/13 Mon 1234 0 1 0 Day Dry 225 21.424 08/07/13 Wed 0030 0 1 0 Night Dry 226 21.480 10/22/13 Tue 2015 0 0 1 Night Dry 227 21.828 02/15/13 Fri 1150 0 0 1 Day Dry 228 21.923 09/10/13 Tue 2224 0 2 0 Day Dry 229 22.073 02/14/13 Thu 0415 0 0 1 Night Dry 230 22.076 02/15/13 Fri 1825 0 1 0 Night Dry 231 5.879 09/11/13 Wed 0946 0 0 1 Unknown Other Careless or Negligent Manner Followed too Closely Followed too Closely Failed to Yield Right‐Of‐Way Careless or Negligent Manner Careless or Negligent Manner Failed to Yield Right‐Of‐Way Ran Stop Sign Followed too Closely Improper Turn Ran Red Light Improper Turn Improper Backing Ran Red Light Careless or Negligent Manner Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Careless or Negligent Manner Failed To Keep In Proper Lane Followed too Closely Improper Turn Careless or Negligent Manner Careless or Negligent Manner Followed too Closely Careless or Negligent Manner Ran Off Roadway Improper Turn Wrong Side or Wrong Way Other Contributing Action Followed too Closely No Contributing Action Careless or Negligent Manner Careless or Negligent Manner No Contributing Action Other Contributing Action Careless or Negligent Manner Exceed Posted Speed Careless or Negligent Manner Failed to Yield Right‐Of‐Way Failed To Keep In Proper Lane No Contributing Action Ran Off Roadway Failed to Yield Right‐Of‐Way Followed too Closely Careless or Negligent Manner Failed to Yield Right‐Of‐Way Failed to Yield Right‐Of‐Way Improper Turn Followed too Closely Other Contributing Action No Contributing Action Followed too Closely Failed to Yield Right‐Of‐Way No Contributing Action Careless or Negligent Manner Other Contributing Action #N/A Other Contributing Action Failed to Yield Right‐Of‐Way Careless or Negligent Manner Other Contributing Action #N/A Other Contributing Action Ran Off Roadway No Contributing Action Careless or Negligent Manner Followed too Closely Other Contributing Action Failed to Yield Right‐Of‐Way Other Contributing Action Swerved Or Avoided Failed to Yield Right‐Of‐Way No Contributing Action Careless or Negligent Manner Other Contributing Action Careless or Negligent Manner Failed to Yield Right‐Of‐Way Traffic Signal Support Rear‐End Rear‐End Angle Angle Angle Not Coded Angle Rear‐End Angle Angle Angle Parked Motor Vehicle Angle Rear‐End Angle Overturn/Rollover Other Post, Pole Or Support Sideswipe Rear‐End Pedestrian Rear‐End Not Coded Rear‐End Rear‐End Other Post, Pole Or Support Rear‐End Curb Rear‐End Rear‐End Rear‐End Fell/Jumped from Motor Vehicle Parked Motor Vehicle Other Post, Pole Or Support Jackknife Rear‐End Fell/Jumped from Motor Vehicle Sideswipe Not Coded Sideswipe Head‐On Utility Pole/Light Support Left‐Turn Rear‐End Rear‐End Angle Pedalcycle Angle Rear‐End Rear‐End Rear‐End Rear‐End Left‐Turn Rear‐End Rear‐End Other Non‐Collision Overturn/Rollover Rear‐End Sideswipe Jackknife Not Coded Rear‐End Not Coded Angle Tree (Standing) Rear‐End Rear‐End Rear‐End Left‐Turn Rear‐End Angle Angle Rear‐End Rear‐End Not Coded Left‐Turn Left‐Turn State of Florida Department of Transportation CRASH SUMMARY SECTION:STATE ROUTE:   ROADWAY LIMITS:from County Line to County Line M.P.0.000 TO 22.269 ENGINEER:FDOT D4 STUDY PERIOD: FROM 1/ 2013 TO 12/ 2013   COUNTY: No. MILE POST DATE DAY TIME FATAL INJURIES PROP  DAM DAY /  NIGHT WET / DRY Indian River 588010000 CRASH TYPE CONTRIBUTING CAUSE  (VEHICLE ONLY) 232 5.917 02/19/13 Tue 1644 0 1 0 Day Dry 233 30.637 02/05/13 Tue 1137 0 0 1 Day Dry 234 30.665 01/23/13 Wed 1133 0 0 1 Day Dry 235 30.665 03/11/13 Mon 0851 0 1 0 Day Dry 236 0.263 05/18/13 Sat 1937 0 0 1 Night Dry 237 0.263 09/07/13 Sat 1010 0 1 0 Day Dry 238 0.096 12/02/13 Mon 1545 0 1 0 Day Dry Total No. Fatal Injury PDO Rear‐End Head‐On Angle Left‐Turn Right‐Turn Sideswipe Backed  Into Ped/Bike Parked  Car Fixed  Object Ran into  Water Other 238 4 132 104 80 1 59 20 1 9 0 14 3 22 0 17 Percent 1.68%55.46%43.70%33.61%0.42%24.79%8.40%0.42%3.78%0.00%5.88%1.26%9.24%0.00%7.14% Contrib.  Cause Day Night Wet Dry Careless  Driving FTYRW Improper  Turn Ran Red  Light Exceeded  Speed Improper  Passing Disreg Cntl  Dev Erratic/&#