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- ATEC Associates, Inc. v 1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 Class A Page 1 of 1 REPORT OF ASPHALTIC CONCRETE TEST Project: Sebastian Highlands Unit #17 Date 6/03/88 Client: General Development Corp. Project#: 71-72-046 Test Method: N/A Work Release#: 3871-04 Sampled by R.Plemmons Lab # SH880923 Type of Pavement: Type II LOCATION OF SAMPLE AM PM Date: 6/01/88 6/01/88 Street: Barber St. Stratton Lot 6 18 Block: 592 571 Truck 514 507 Load 4 15 Time: 9:24 12:26 • MARSHALL STABILITY LBS./FLOW AM PM 1. 1880/10 1850/10 2. 1770/9 1870/9 3. 1700/9 1910/10 MINIMUM REQUIRED: 1000 TECHNICIAN: D.Lewis REMARKS: • Offices: Cincinnati, OH Anchorage. AK Dallas. TX Atlanta. GA Dayton, OH Baltimore MCI Denver. CO (;unvngharn. AL F1 Wayne, IN Chicago. IL Gaitherhurg, MD Corporate Office: Indanapoiis IN Griffith. IN EXTRACTION AND GRADATION SIEVE SIZE AM PM SPECIFICATION 1/2" 100 100. 100 3/8" 97.7 99.3 90-100 #4 80.6 84.7 80-100 #10 59.4 62.2 50-90 #40 44.8 45.9 #80 28.3 25.6 #200 5.1 6.0 2-12 Corporate Office: Indanapoiis IN Griffith. IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington. KY Nashville. TN % BITUMEN AM PM 6.54 6.30 Respectfully Submitted ATEC Associates, Inc. John W. Harllee, P.E. Vice President Raleigh NCb� Salisbury,MD;w "—m* Affiliates: Savannah, GA Aexanona ':'A Toledo. OH Chant lv '•1A Washington, DC Newri m, Nrws 'VA West Palm Beach, FL Nrntotr VA ATEC Associates, Inc. VV 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT OF ASPHALTIC CONCRETE TEST Project: Sebastian Highlands Unit #17 Client: General Development Corp. Test Method: N/A Sampled by : R.Lewis/R.Plemmons LOCATION OF SAMPLE PM AM PM SIEVE SIZE Date: 5/31/88 5/31/88 1/2" Street: Barber St. Barber St. 3/8" Lot 7 9 #4 Block: 450 576 #10 Truck 518 508 #40 Load 4 17 #80 Time: 9:10 12:15 #200 •MARSHALL LBS./FLOW STABILITY AM PM 1. 1700/8 1700/9 2. 1750/9 1925/9 3. 1900/8 1850/10 MINIMUM REQUIRED: 1000 TECHNICIAN: D.Lewis/J.Mckenna REMARKS: Class A Page 1 of 1 Date 6/02/88 Project#: 71-72-046 Work Release#: 3871-04 Lab it SH880894 Type of Pavement: Type II EXTRACTION AND GRADATION AM PM SPECIFICATION 100 100. 100 99.5 98.7 90-100 86.3 83.3 80-100 62 4 59 0 55-90 43.3 42.0 25.9 24.9 5.3 5.3 2-12 % BITUMEN AM PM 6.53 6.30 Resperctfully Submitted .TEC Associates, Inc. Jol-,.n W. Hai• l:l ee ,. P.E. Voce President Corporate Office: Indianapolis IN Offices: Cincinnati. OH Raieigh, NC Affiliates: Anchorage. AK Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Atlanta. GA Dayton. OH Huntsville. AL Lousiville, KY Savannah, G.a Aiexanrna VA Baltimore MCI Denver. CO Indianapolis. IN Miami, FL Toledo, OH Cnanl:ll•, VA R i, minghaul AL Ft Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newpnr, Nags 'eA Gh-cano. IL Gaitherhurg, MD Lexington, KY Nashville, TN West Palm Beach, FL Nortol. VA .......... .. . , -ATEC Associates, Inc. V 1.779 Canova Street, S.E. Palm Bay; Florida 32909 (407) 724-1273 REPORT OF ASPHALTIC CONCRETE TEST Project: Sebastian Highlands Unit #17 Client: General Development Corp. Test Method: N/A Sampled by : T.Bass/R.Plemmons LOCATION OF SAMPLE AM Date: 5/13/88 Street: Day St Lot 16 Block: 590 Truck 510 Load 12 Time: 10:10 5/13/88 Day St Intersection Day & Camilo 511 30 2:32 WARSHALL STABILITY LBS./FLOW GRADATION AM PM SPECIFICATION AM PM 1. 2310/9 1700/9 2. 1830/8 1760/8 3. 1830/8 1910/9 MINIMUM REQUIRED: 1000 TECHNICIAN: D.Lewis/T.Bass REMARKS: •offices: Anchorage, AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago, IL Cincinnati, OH Dallas, TX Dayton, OH Denver, CO Ft. Wayne, IN Gaitherburg, MD SIEVE SIZE 1/2- 3/8" #4 #10 #40 #80 #200 Class A Page 1 of 1 Date 5/16/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880762 Type of Pavement: Type II EXTRACTION AND GRADATION AM PM SPECIFICATION 100 100. 1100 98.5 98.8 90-100 82.0 85.2 80-100 62.4 60.3 55-90 45.2 43.9 Raleigh, NC 25.1 22,4 Salisbury, MD Affiliates: 5.9 4.1 2-12 % BITUMEN AM PM 6.10 6.50 Respectfully Submitted ATEC Associates., Inc. John W. Harllee, P.E. =Vice President Corporate Office: Indianapolis IN Raleigh, NC Griffith, IN Longmont, CO Salisbury, MD Affiliates: Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulhno Geotechnical / Materials Enameers and Environmental Scientists ATEC Associates, Inc. CLASS VV!779 .a Stregl. S pr,l, B,. PAGE 1 OF 1 i;OJI , • REPORT OF ASPHALTIC CONCRETE TEST - DATE: 13 May 88 PROJECT: Sebastian Highlands CLIENT NO: 66 PROJECT NO: 71-72-046 CLIENT: GDC _ _ WORK RELEASE NTO : 3871-04 TEST METHOD: LAB NO: SH 880742 SAMPLED BY: J. Cornell/L. Plemmons TYPE OF PAVEMENT: Type II LOCATION OF SAMPLE EXTRACTION AND GRADATION AM PM SIEVE SIZE AM PM SPECIFICATION DATE: 12 May 88 12 May 88 1/211 100 100 100 STREET: Midway Douglas 3/811 98.7 98.8- 90-100 LOT: 14 10 #4 86.6 87.0 80-100 BLOCK: 449 577 #,10 64.1 63.0 55-90 TRUCK: 508 512 #40 44.6 44.2 LOAD: 13 25 #80 27.2 27.1 TIME: 10:45 2:12 #200 5.3 4.8 2-12 �ARSHALL STABILITY LBS./FLOW % BITUMEN AM PL1 AM PM 1. 1920 / 10 1520 / 9 6.46 6.42 2. 1760 / 9 1450 / 9 3. 1520 / 9 1710 / 9 MINIMUM REQUIRED: 1000 TECHNICIAN: J. McKenna/ D. Lewis REMARKS: RESPECTFULLY SUBMITTED, ATEC ASS CIATES, INC. JOHN W. HARLLEE P..E., VICE PRESIDENT`' Offices: Cincinnati, OH Corporate Office: IndianapoliS.IN Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MO Denver, CO Indianapolis, IN Miami. FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD Jacksonville. FL Lexington, KY Montgomery, AL Nashville, TN Washington, DC West Palm Beach. FL Newport News. VA Norfolk. VA ATEC Associates, Inc. V 1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT OF ASPHALTIC CONCRETE TEST Project: Sebastian Highlands Unit #17 Client: General Development Corp. Test Method: N/A Sampled by : T.Bass/D.Lewis LOCATION OF SAMPLE AM PM Date: 5/11/88 5/11/88 Street: Miller Dr Miller Dr Lot 9 1 Block: 573 574 Truck 516 401 Load 16 28 Time: 11:24 2:00 •MARSHALL STABILITY LBS./FLOW AM PM 1. 1700/8 1550/8 2. 1450/8 1740/9 3. 1575/8 1450/8 MINIMUM REQUIRED: 1000 TECHNICIAN: J.McKenna/T.Bass REMARKS: SIEVE SIZE 1/2" 3/8" #4 #10 #40 #80 #200 Class A Page 1 of 1 Date 5/12/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880735 Type of Pavement: Type II EXTRACTION AND GRADATION AM PM SPECIFICATION 100 100. 100 98.4 99,4 90-100 85.2 89.1 80-100 61.4 63.0 55-90 42.6 42.3 John W. Harllee, P.E. 25.4 24.7 3.6 4.9 2-12 % BITUMEN AM PM 6.32 6.24 Respectfully Submitted ATEC Associates, I:nc. John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis IN OffiCeS: Anchorage. AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Raleigh, INC g Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria VA Chantilly. VA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA ConsuOino Geotechnical / Materials Eno neers and Environmental Scientists ATEC Associates, Inc. r� LJ vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT OF ASPHALTIC CONCRETE TEST Project: Sebastian Highlands Unit #17 Client: General Development Corp. Test Method: N/A Sampled by : T.Bass LOCATION OF SAMPLE 18MARSHALL STABILITY LBS./FLOW AM PM 1. 1970/8 2110/10 2. 2050/10 2050/10 3. 2050/10 2080/9 MINIMUM REQUIRED: 1000 TECHNICIAN: J.McKenna/T.Bass REMARKS: •offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Class A Page 1 of 1 Date 5/11/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880723 Type of Pavement: Type II AM PM Date: 5/10/88 5/10/88 Street: Tracy Dr Keystone Dr Lot 14 3 Block: 566 568 Truck 512 205 Load 16 22 Time: 11:05 2:40 18MARSHALL STABILITY LBS./FLOW AM PM 1. 1970/8 2110/10 2. 2050/10 2050/10 3. 2050/10 2080/9 MINIMUM REQUIRED: 1000 TECHNICIAN: J.McKenna/T.Bass REMARKS: •offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Class A Page 1 of 1 Date 5/11/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880723 Type of Pavement: Type II % BITUMEN AM PM 6,40 6.30 Respectfully Submitted ATEC Associates, Inc. ah John W. Harllee, P.E. Vice President EXTRACTION AND GRADATION SIEVE SIZE AM PM SPECIFICATION 1/2" 100 100. 100 3/8" 100 99 90-100 #4 83.4 78.9 80-100 #10 61.0 61.6 55-90 #40 40.5 41.1 Montgomery, AL Nashville, TN #80 23.4 23.4 #200 4.7 5.2 2-12 % BITUMEN AM PM 6,40 6.30 Respectfully Submitted ATEC Associates, Inc. ah John W. Harllee, P.E. Vice President Consulting Geotechnical / Materials Engineers and Environmental Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Chantilly. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Washington, DC Newport News. VA Ft. Wayne, IN Gaitherburg, MD Jacksonville, FL Lexington, KY Montgomery, AL Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Engineers and Environmental Scientists ATEC Associates, Inc. V 1779 Canova Street, S. E. Palm Bay, Florida 32909 (407)724-1273 • REPORT OF ASPHALTIC CONCRETE TEST Project: Sebastian Highlands Unit #17 Client: General Development Corp. Test Method: N/A Sampled by : D.Lewis LOCATION OF SAMPLE AM Date: 5/09/88 Street: Aldea Dr Lot 15 Block: 451 Truck 51i Load 10 OFime: 11:50 PM 5/09/88 Duban St 15 452 518 17 2:21 MARSHALL STABILITY LBS./FLOW SIEVE SIZE 3/4" 1/2" 3/8" #4 #i0 #40 #80 #200 33ITUMEN Class A Date 5/10/88 Project#: 71-72-046 Work Re#: 3871-04 Lab # SH880718 Type of Pavement: Type iI EXTRACTION AND GRADATION PASSING AM PM SPECIFICATION 100 PM 98.3 100. 100 95.5 99.4 90-100 76.1 80.3 80-100 50.3 52.9 55-90 35.8 34.8 22.0 19.4 MINIMUM REQUIRED: 5.7 4.3 2-12 5.60 5.96 AM PM 1. 2100/10 2100/9 2. 2050/9 2100/8 3. 2050/9 2150/8 MINIMUM REQUIRED: 1000 TECHNICIAN: J.McKenna REMARKS: G D C notified of a 1/2" material in AM sample. Respectfully Submitted ATEC Associates, I:nc. hW Harllee, P.E. Vice President isCorporate Office: Indianapolis IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage. AK Atlanta. GA Dallas. TX Dayton, OH Griffith, IN Huntsville, AL Longmont, CO Lousiville, KY Salisbury, MD Savannah, GA Alexandra VA Baltimore. MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Cnantdly VA .Birmingham. AL Ft. Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Newport News VA Chicago. IL Gaitherburg. MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA t ATEC Associates, Inc. vy1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Stratton Avenue Class A Page 1 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880753 Client# 66 Core N -S Location Cincinnati. OH ON 1/4 1/4 Inches No, E -W Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville, AL CL Left Right Denver. CO 1 W 100' W of E Plat Limit X Nownnn N( -As '. Gaimerburg, MD 1.07 2 W 300' W of E Plat Limit X 1.48 3 W 500' W of E Plat Limit X .98 4 W 700' W of E Plat Limit X 1.09 • 5 W 900' W of E Plat Limit X .73 6 W 875' W of E Plat Limit X .84 7 W 925' W of E Plat Limit X .76 8 W 950' W of E Plat Limit X .86 9 W 1100' W of E Plat Limit X 1.29 10 W 1300' W of E Plat Limit X 1.00 • Offices: Anchoiaqe. AK Atlanta, GA Beltimore Ni[) Pumingham AL Chicano, IL Corporate Office: Inoianepohs IN Cincinnati. OH Raleigh, NC Dallas TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Aiexan""a Denver. CO Indianapolis. IN Miami. FL Toledo. OH Cnan; rr; Ft Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Nownnn N( -As '. Gaimerburg, MD Lexington. KY Nashville. TN West Palm Beach, FL Nnrtni� `A ATEC Associates, Inc. 1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Arcadia Drive Class A Page 2 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880753 Client# 66 Core N -S Location Offices:. ON 1/4 1/4 Inches No. E -W Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA CL Left Right Savannah, GA 1 100' E of W end of Pavement X Jacksonville. FL Montgomery, AL 1.40 2 300' E of W end of Pavement X 1-r,n 5i;�l .,, Ga•n,r,rr. nira� 1,11 3 500' E of W end of Pavement X 1.30 4 700' E of W end of Pavement X 1.24 • 5 900' E of W end of Pavement X .73 6 875' E of W end of Pavement X .89 7 925' E of W end of Pavement X 1.20 8 1100' E of W end of Pavement X 1.20 9 1300' E of W end of Pavement X 1.23 10 1500' E of W end of Pavement X 1.81 0 Corporate Office: Indianapolis IN Offices:. Cincinnati. OH Raleigh, NC Anchorage.. AK Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA Davton OH Huntsville, AL Lousiville. KY Savannah, GA Ae>and"a •'A Baltimore Kir-) Denver, CO Indianapolis, IN Miami, FL Toledo. OH Cnanrll,, Bifiningharn. AL F1 Wayne, IN Jacksonville. FL Montgomery, AL Washington. DC No*nr,,! Chicago. IL Gartherburg, MD Lexington. KY Nashville, TN West Palm Beach, FL NM'r,'. V/% 1-r,n 5i;�l .,, Ga•n,r,rr. nira� Ma!�,p e � , ..ry a" .. n,. ' l 0 ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Keystone Drive Class A Page 3 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH380753 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W Cincinnati. OH Raleigh, NC Anchorage. AK CL Left Right Salisbury, MD 1 N 100' N of N edge of Arcadia X Miami. FL Toledo. OH .95 2 N 300' N of N edge of Arcadia Nashville. TN X Nnrtni« VA .90 3 N 500' N of N edge of Arcadia X 1.06 4 N 700g N of N edge of Arcadia X 1.12 • 5 N 900' N of N edge of Arcadia X 1.48 6 N 1100' N of N edge of Arcadia X 1.02 7 N 1300' N of N edge of Arcadia X 1.07 8 N 1500' N of N edge of Arcadia X 1.51 9 E 1700' N of N edge of Arcadia X .89 • Corporate Office: Indianapo sIN Offices: Cincinnati. OH Raleigh, NC Anchorage. AK Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA Davton. OH Huntsville. AL Lousiville, KY Savannah, GA Aieaan,"r',a `• Baltimore kit) Danver. CO Indianapolis, IN Miami. FL Toledo. OH C^anb!Iv � f;unungham AL Ft Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Nev.pn,t N, -As 0% i;n can o. I; Gariherhurq, MD Lexington. KY Nashville. TN West Palm Beach. FL Nnrtni« VA ATEC Associates, Inc. VV1779 Canova Street, S. E. Palm Bay, Florida 32909 (407)724-1273 • REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Tracy Drive Class A Page 4 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880753 Client# 66 Core N -S Location Raleigh, NC ON 1/4 1/4 Inches No. E -W Lousiville, KY Savannah. GA Aieaano,a •' Indianapolis, IN Miami. FL Toledo, OH Cnanl-I!" CL Left Right Washington, DC 1 N 100' N of N edge of Arcadia X 1.30 2 N 300' N of N edge of Arcadia X 1.07 3 N 500' N of N edge of Arcadia X .86 4 N 700' N of N edge of Arcadia X 1.06 • 5 N 900' N of N edge of Arcadia X 1.15 • Offices: Anchorage AK Atlanta.GA Baltimore MI.,f;iinungham AL f'hn:anu I� Cincinnati. OH Daltas TX Dayton OH Denver. CO Ft Wayne. IN Ga0her1burg, MD Corporate Office: Indianapolis IN Raleigh, NC Griffith. IN Longmont. CO Salisbury, MD Affiliates: Huntsville, AL Lousiville, KY Savannah. GA Aieaano,a •' Indianapolis, IN Miami. FL Toledo, OH Cnanl-I!" Jacksonville. FL Montgomery, AL Washington, DC Newpnr, Lexington, KY Nashville, TN West Palm Beach, FL Nn,lni- `n ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Miller Drive Class A Page 5 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880753 Client# 66 Core N -S Location Cincinnati. OH ON 1/4 1/4 Inches No. E -W Affiliates: Dayton. OH Huntsville. AL Lousiville, KY Savannah, GA aieaan.r a "'A CL Left Right Toledo, OH 1 N 150' S of N end of Pavement West Palm Beach, FL X 1.53 2 E 350' S of N end of Pavement X 1.15 3 S 550' S of N end of Pavement X 1.10 4 S 750' S of N end of Pavement X 1.21 • 5 S 950' S of N end of Pavement X 1.03 6 S 1150' S of N end of Pavement X .84 7 S 1350' S of N end of Pavement X .89 8 S 1550' S of N end of Pavement X 1.13 9 S 1750' S of N end of Pavement X 1.05 10 S 1950' S of N end of Pavement X 1.25 11 S 2105' S of N end of Pavement X .90 Offices: Anchorage AK Atlanta. GA Baltimore M(1 Rir n)Ingharn AL ('ha:ano. IL Consoima G(,oleC.nrnCai Matena',s Fnctnee,5 an❑ F^� rr;nmi "'R Sr' "r'" Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas. TX Griffith, IN Longmont. CO Salisbury, MD Affiliates: Dayton. OH Huntsville. AL Lousiville, KY Savannah, GA aieaan.r a "'A Denver. CO Indianapolis, IN Miami, FL Toledo, OH Cnant-!1,, :A FI Wayne, IN Jacksonville. FL Montgomery, AL Washington. DC Newnnrt Nems '0a Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Nonni- VA Consoima G(,oleC.nrnCai Matena',s Fnctnee,5 an❑ F^� rr;nmi "'R Sr' "r'" • � 0 ATEC Associates, Inc. 1779 Canova Street, S. E. Y Palm Bay, Florida 32909 (407) 724-1273 REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Britle Court 1 Core N -S No. E -W • Offices: Anchoiage,AK Atlanta.GA Baltimore tt1I.) I;unungharn. AL Chn:ago. IL Location E 100' E of edge of Miller Class A Page 6 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880753 Client# 66 ON 1/4 1/4 CL Left Right X Inches 1.16 Corporate Office: lno anapol s IN Cincinnati. OH Raleigh, NC Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville,AL Lousiville, KY Savannah. GA Aie.anr.";{ `• Deme. CO Indianapolis. IN Miami, FL Toledo. OH Cnanb!'r: Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Nea:pn,!',,w!� '. Gariherburg. MD Lexington. KY Nashville. TN West Palm Beach, FL Nr.!Iror.'• iATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Empire Terrace Core N -S Location No. E -W Class A Page 7 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880753 Client# 66 ON 1/4 1/4 CL Left Right 1 W 100' W of W edge of Tracy X 2 W 300' W of W edge of Tracy Savannah, GA 3 W 500' W of W edge of Tracy Montgomery, AL 4 W 700' W of W edge of Tracy X • Mamra's •r,cnec ar,� E ^. ,.^n,, „� ,. ." 5 W 1100' W of W edge of Tracy 6 1300' W of W edge of Tracy 7 1500' W of W edge of Tracy X 8 1700' W of W edge of Tracy 9 1900' W of W edge of Tracy 10 * 2100' W of W edge of Tracy X 11 2300' W of W edge of Tracy 12 2500' W of W edge of Tracy 13 2700' W of W edge of Tracy X 14 2900' W of W edge of Tracy NOTE: No core was thaken at 900' etc, as it fell in Barber/Empire intersection *3' N of Douglass at intersection 4Offices: Anchorage. AK Atlanta, GA Baltimore M[.) Bun':ingharn. AL Ch-ca(10. 11 X X X X X X X X X Inches 1.06 1.46 1.71 1.03 .95 .91 1.26 .97 .91 .85 Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville. AL Lousivllle, KY Savannah, GA �iexarn""a ` Denver. CO Indianapolis, IN Miami. FL Toledo, OH Cnant 0•; Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newpnr Nr,n,S Gaitherburg. MD Lexington. KY Nashville, TN West Palm Beach, FL Nnrlr;. '.orcu4^] Gentec^inial Mamra's •r,cnec ar,� E ^. ,.^n,, „� ,. ." ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT ROADWAY CORINGS • Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Darden Court Core N -S Location ON No. E -W CL 1 E 20' E from Back of Cul-de-sac X 2 E 200' E from Back of Cul-de-sac Technician: R.Plemmons Remarks: Class A Page 8 of 8 Date: 5/13/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880753 Client# 66 1/4 1/4 Left Right SOffices: Corporate Office: lnd,anapol s IN Cincinnati. OH Anchorage. AK Dallas. TX Griffith. IN Longmont, CO Atlanta. GA Davton. OH Huntsville, AL Lousiville. KY Baltimore k1Fr Denver. CO Indianapolis. IN Miami. FL Pirnunharn AL g Ft Wayne, IN Jacksonville, FL Montgomery, AL C'.hn;ago. IL Gaitherburg, MD Lexington. KY Nashville, TN Inches 1.54 X 1.38 �®�,�g�6flflvOSlBU�n,,© eVj Q6 R$cftz11Y, Su-*mitted, A'T1EC'SAAssocia- es,-- Inc. Jphz _W. 'Har 1lee," P.E. V%ce ;tres34er�t Raleigh NC Salisbury, MD Affiliates: Savannah. GA Aieaanr:"a •'A Toledo. OH Cnanln�; Washington, DC Nevainr " West Palm Beach. FL Nnrtn M w'A Gr'OIOC^ni�ai ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 0 REPORT of ASPHALT THICKNESS Project: Sebastian Highlands Unit. 17 Client: General Development Corp. 'rest Method: Street Cored: Aldea Drive Class A Page 1 of 5 Date: 5/11/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880728 Client# 66 Core Location ON 1/4 1/4 Inches No. Offices: Cincinnati. OH Raleigh, NC CL Left Right Griffith. IN 1 50' S of N edge of asphalt Aie>anona ' X Denver. CO 1.10 2 250' S of N edge of asphalt Newpnr, Nei s 'cA rh,cago. IL X 1.32' 3 450' S of N edge of asphalt X 1.36 4 650' S of N edge of asphalt X 1.43 5 850' S of N edge of asphalt A. .84 5 1050' S of N edge of asphalt X 1.93 7 125 S of N edge of asphalt X 1.2'3 • 8 1450' S of N edge of asphalt X 1.18 3 1650' ti of N edge of asphalt X 1.33 10 1850' S of N edge of asphalt X .85 • Corporate Office: Indianapolis IN Offices: Cincinnati. OH Raleigh, NC Anchorage. AK Dallas. TX Griffith. IN Longmont. CO Salisbury, MD Affiliates: Atlanta. GA Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Aie>anona ' Baltimore KID Denver. CO Indianapolis, IN Miami. FL Toledo. OH Cnanbuv '�'A Birmingham AL Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newpnr, Nei s 'cA rh,cago. IL Gaitherburg, MD Lexington. KY Nashville, TN West Palm Beach, FL Nnr101. VA ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 • PORT of ASPHALT THICKNESS Project: Sebastian Highlands unit 17 Client: General Development Corp, Test Method: Street Cored: Duban Street lass A Page 2 of 5 Date: 5/11/88 Project"': 71-72-046 Release#: 3871-04 Lab # SH880728 Client# 66 Core Corporate Office: Inc,anapons IN Location Cincinnati. OH ON 1/4 1/4 inches No. Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: CL Left Right Huntsville, AL 1 50' E from edge of Aldea Dr. X 1.57. 2 250' E from edge of Aldea Dr. X 1.25 3 450' E from edge of Aldea Dr. X 1.21 4 650' E from edge of Aldea Dr. X 1.19 � 0 • Offices: Anchorage. AK Atlanta. GA Baltimore Mf'r Birmingham, AL Ch,caqu, IL Corporate Office: Inc,anapons IN Cincinnati. OH Raleigh, NC Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville, AL Lousiville. KY Savannah, GA A'e*�i" Denver, CO Indianapolis. IN Miami, FL Toledo. OH Cnan: I , Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newpnr, r4ei s , Ganherburg. MD Lexington. KY Nashville. TN West Palm Beach, FL Nonni. v A�Ec Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT Gf ASPHALT THICKNESS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Duncan Street Class A Page 3 of 5 Date: 5/11/88 Prosect#: 71-72-046 Release#: 3871-04 Lab # SH880728 Client# 66 Core Location ON 1/4 1/4 inches No Longmont, CO Salisbury, MD Affiliates: Huntsville, AL CL Left Right Savannah, GA 1 50' W of Edge of Bristol Dr. X 1.46 250' W of Edge of Bristol Dr. X 1.38 3 450' W of Edge of Brist_i Dr. X 1.13 4 650' W of Edge of Bristol Dr. X •97 • Offices: Anchorage. AK Atlanta. GA Baltimore M(') 131rmuighafn. AL C'h,canu. IL Cincinnati, OH Dallas. TX Dayton. OH Denver. CO Ft Wayne, IN Gartherburg. MD Corporate Office: inoranapols IN Raleigh, NC Griffith, IN Longmont, CO Salisbury, MD Affiliates: Huntsville, AL Lousiville. KY Savannah, GA Ale,annna :'A Indianapolis. IN Miami, FL Toledo, OH Cnanlih, V.11 Jacksonville. FL Montgomery, AL Washington, DC Newpnrt News Lexington, KY Nashville. TN West Palm Beach, FL Nora- V,' ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida. 32909 (407)724-1273 REPORT of ASPRALT THICKNESS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Alhambra Avenue Cuss A Page 4 of 5 Date: 5/11/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880728 Client# 66 Core Locaticr; Raleigh, NC ON 1/4 i/4 inches No. Affiliates: Huntsville, AL Lousiville, KY Savannah, GA Alexannna Indianapolis. IN Miami. FL CL Left Right Jacksonville. FL 1 50' E of W Edge of Pavement X 1.42 2 250' E of W Edge of Pavement X 1.10 3 450' E of W Edge of Pavement X 1.30 4 650' E of W Edge of Pavement X 1.70 5 850' E o-1 W Edge of Pavement X 1.27 r • Offices: Anchorage. AK Atlanta. GA Baltimore MCt Birmingham AL Chicarto. IL Cincinnati, OH Dallas, TX Dayton. OH Denver. CO Ft Wayne, IN Gartherburg, MD Corporate Office: Indianapolis IN Raleigh, NC Griffith. IN Longmont, CO Salisbury, MD Affiliates: Huntsville, AL Lousiville, KY Savannah, GA Alexannna Indianapolis. IN Miami. FL Toledo. OH Cnantilly 'J Jacksonville. FL Montgomery, AL Washington, DC Newpr.n Mows `.4 Lexington. KY Nashville. TN West Palm Beach, FL Nodal. VA ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Test Method: Street Cored: Bristol Drive Section: Class A Page 5 of 5 Date: Project#: Release#: Lab # Client# 5/11/88 71-72-046 3871-04 SH880728 66 Core Location ON 1/4 1/4 Inches No. CL Left Right 1 50' N of N Edge of Alhambra X 2.23 2 250' N of N Edge of Alhambra X 1.61 3 450' N of N Edge of Alhambra X 1.34 4 650' N of N Edge of Alhambra X 1.56 5 850' N of N Edge of Alhambra X 1.54 6 1050' N of N Edge of Alhambra X 1.11 7 1250' N of N Edge of Alhambra X 1.12 .8 1450' N of N Edge of Alhambra X 1.60 9 1650' N of N Edge of Alambra X 1.08 10 1850' N of N Edge of Alhambra X 1.10 11 '050' N of N Edge of Alhambra X 1.10 12 2250' N of N Edge of Alhambra X 1.00 Technician: R -Plemmons Respectfully Submitted., ATEC Assoc_dte.�, ine. -- 170;in W. 1dr 1-l.ee , F . ]74 V4 = Pre4 d'nt • Corporate Office: Indianapolis IN Offices: Cincinnati. OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith. IN Longmont, CO Salisbury, MD Atlanta. GA Dayton. OH Huntsville. AL Lousiville. KY Savannah, GA Aleaannna ~ Baltimore Kir, Denver. CO Indianapolis, IN Miami, FL Toledo. OH Chantilly V,% Bnnunpharn AL FI Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newprri Nom, 'c<, Chicano. IL Gartherburq, MD Lexington. KY Nashville. TN West Palm Beach, FL Nndoi- VA ' . ATEC Associates, Inc. VV1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 is REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Athens Court Core N -S No. E -W 0 Offices: Anchorage. AK .Atlanta. GA Baiumore Mli P,nm.nulharn A';. ".h can" IL Class A Page 1 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Location ON 1/4 1/4 Inches CL Left Right Center of Cul-de-sac X 1.52 25' W of edge of Empire X 1.29 Corporate Office: Ino,anapuhs IN Cincinnati. OH Raleigh, NC Dallas TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton OH Huntsville, AL Lousiville, KY Savannah, GA Denver. CO Indianapolis. IN Miami, FL Toledo, OH Cnant r, ; Ft Wavne. IN Jacksonville, FL Montgomery, AL Washington, DC Ji;w;;nn ra n Gartherburg, MD Lexington. KY Nashville. TN West Palm Beach, FL AAAAAAATEC Associates, Inc. 1779 Canova Street, S.E. \V7/ Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Camilo Court Core N -S No. E -W 1 S • •offices: Anchorage. AK Atlanta. GA Baltimore, MD Birmingham, AL Chicago. IL Class A Page 2 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Location ON 1/4 1/4 Inches CL Left Right 100' S of edge of Day X 1.06 Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Aiexandr a, VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consuluno GeoleChnical / Materials Enomeers and Environmental Sc enttsls ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Maltz Avenue 1 � 0 Core N -S No. E -W *Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL Class A Page 3 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Location ON 1/4 1/4 Inches CL Left Right 100' E of edge of Day X .97 Consuflina GeoteChn cal ! Materials Engineers and Environmental Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consuflina GeoteChn cal ! Materials Engineers and Environmental Scientists ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Douglass Avenue Class A Page 4 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right 1 W 100' W of edge of Day Miller X 1.06 2 W 400' W of edge of Day Miller X 1.32 3 W 600' W of edge of Day Miller X .98 4 W 800' W of edge of Day Miller X .92 • 5 W 1000' W of edge of Day Miller X 1.22 6 W 1200' W of edge of Day Miller X 1.30 SCorporate Offices: Cincinnati, OH Office: Indianapolis. IN Raleigh, NC Anchorage, AK Atlanta, GA Dallas, TX Dayton, OH Griffith, IN Huntsville, AL Longmont, CO Lousiville, KY Salisbury, MD Savannah, GA Affiliates: Alexandra. VA Baltimore. MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Toledo, OH Washington, DC Chantilly, VA Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical ! Materials Enomeers and Enwronmental Scientists A'TEC Associates, Inc. 1.779 Canova Street, S.E. Palm Bay, Florida 32909 VY- 9 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Paddock Street FA Class A Page 5 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right Raleigh, NC 1 S 100' S of edge of Justine X 1.13 2 S 300' S of edge of Justine X 1.06 3 S 500' S of edge of Justine X 1.31 •offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Consuluno Geotech-cal 1 Materials Engineers and Environmental Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Chantilly VA Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville. FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA Consuluno Geotech-cal 1 Materials Engineers and Environmental Scientists ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Justine Drive 1 2 3 4 • 5 6 Class A Page 6 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location Cincinnati, OH ON 1/4 1/4 Inches No. E -W Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL CL Left Right Denver. CO W 100' W of the edge of Day X Newport News VA Gaitherburg, MD 1.15 W 300' W of the edge of Day X .83 W 500' W of the edge of Day X 1.34 S 700' W of the edge of Day X 1.04 S 900''W of the edge of Day X 1.38 S 1100' W of the edge of Day X 1.39 •Offices: Anchorage. AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL Consultma Geotechnical / Materials Engineers and Environmental Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA Consultma Geotechnical / Materials Engineers and Environmental Scientists ATEC Associates, Inc. VV1770 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Day Drive Class A Page 7 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W Cincinnati. OH Raleigh, NC Anchnrage AK CL Left Right Salisbury, MD 1 N 100' N of N end of Pavement X Miami, FL Toledo. OH 1.11 2 N 300' N of N end of Pavement Nashville. TN X Nn• n. .. 1.66 3 N 500' N of N end of Pavement X 1.23 4 N 700' N of N end of Pavement X •98 • 5 W 900' N of N end of Pavement X 1.13 6 W 1100' N of N end of Pavement X 1.28 7 W 1300' N of N end of Pavement X .80 8 W 1500' N of N end of Pavement X 1.31 9 W 1700' N of N end of Pavement X 1.18 10 S 1900' N of N end of Pavement X 1.12 11 S 2100' N of N end of Pavement X 1.03 12 S 2300' N of N end of Pavement X •78 13 S 2500' N of N end of Pavement X 1.15 14 S 2700' N of N end of Pavement X • 79 Corporate Office: Inaanapnhs IN Offices: Cincinnati. OH Raleigh, NC Anchnrage AK Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Auama. GA Dav!on. OH Huntsville, AL Lousiville, KY Savannah, GA�'n>�+"" Bail mor r, NIP DPnver. CO Indianapolis. IN Miami, FL Toledo. OH C^ant !w (3rrwmgham Al Ft Wayne, IN Jacksonville, FL Montgomery, AL Washington. DC ^r.-caq ! Gai;herhurg, MD Lexington, KY Nashville. TN West Palm Beach, FL Nn• n. .. ra' Maierw,; F.,n,n.,n... a.... c ......:......... ..:..... . • ATEC Associates, Inc. VV/1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 REPORT of ASPHALT THICKNESS CURINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Day Drive 15 16 Core N -S No. E -W 17 18 *19 20 21 22 0 - Offices: Anchorage. AK Atlrinta. GA H.rltimOro h1l, P1,(I .ngharn Al r'h. 4;an0 !; Location Class A Page 8 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 ON 1/4 1/4 CL Left Right S 2900' N of N end of Pavement S 3100' N of N end of Pavement X S 3300' N of N end of Pavement W 3500' N of N end of Pavement W 3900' N of N end of Pavement X W 4100' N of N end of Pavement W 4300' N of N end of Pavement W 4500' N of N end of Pavement X X X P, X X Inches 1.05 .93 1.39 1.10 1.25 1.20 1.19 .80 Corporate Office: Inaiar:apol s IN Cincinnati. OH Raleigh, NC Dallas TX Griffith. IN Longmont. CO Salisbury, MD Affiliates: Davion OH Huntsville. AL Lousiville, KY Savannah. GA Darner, CO Indianapolis. IN Miami. FL Toledo, OH^j"'''• Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington. DC Ga,merburq, MD Lexington. KY Nashville. TN West Palm Beach. FL Noon, V,% ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Midway Court • Class A Page 9 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 No. E -W CL Left Right 1 S 100' S of N end of Pavement X 2 S 300' S of N end of Pavement X Offices: Anchorage. AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL Inches 1.06 Im Consultino Geotechnical ! Materials Engineers and Environmental Scient sis Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consultino Geotechnical ! Materials Engineers and Environmental Scient sis ATEC Associates, Inc. 1.779 Canova Street, S.E. Palm Bay, Florida 32909 vy (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Brisbane Core N -S Location ON No. E -W CL 1 S 100' S of N end of Pavement X 2 S 300' S of N end of Pavement • Offices: Anchorage. AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL Class A Page 10 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 1/4 1/4 Inches Left Right 1.19 X 1.73 Consumno GeoieChnical i Materials Eno veers and Environmental Scientists Corporate Office: Indianapolis, IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville. KY Savannah, GA Alexandra VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consumno GeoieChnical i Materials Eno veers and Environmental Scientists ATEC Associates, Inc. 1770 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS • Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Alexis Drive Core N -S Location No. E -W 1 S 100' S of N end of Pavement Technician: R.Plemmons Remarks: Class A Page 11 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 ON 1/4 1/4 Inches CL Left Right X 1.21 i-: CS��o�y,:9.OQ9GB�. ,rr a° r� `4�,i69 Respecf,�ulbllt,,ted, ATEAsoli .'es, IrL` . Jahn W, H6 IT IS . V4 ce'. Pxes!�dent�°a Raleigh, NC Salisbury, MD Affiliates: Savannah, GA A eaanr" i Toledo. OH Cna"'''" Washington. DC Ne,npnr, r4< a. West Palm Beach, FL Nrvan. V,% Malena" Fn.. ......,c a^... ^r, , . Corporate Office: Indianapolis IN }}ICES: CInClnnall. OH Anchorage, AK Dallas TX Griffith. IN Longmont, CO Atlanta. GA Davlon OH Huntsville, AL Lousiville, KY Baltimore MCr Denver. CO Indianapolis, IN Miami. FL liununctharn AL Fl Wayne. IN Jacksonville. FL Montgomery, AL r.h,cano. I! Gar,herhurg, MD Lexington. KY Nashville. TN i-: CS��o�y,:9.OQ9GB�. ,rr a° r� `4�,i69 Respecf,�ulbllt,,ted, ATEAsoli .'es, IrL` . Jahn W, H6 IT IS . V4 ce'. Pxes!�dent�°a Raleigh, NC Salisbury, MD Affiliates: Savannah, GA A eaanr" i Toledo. OH Cna"'''" Washington. DC Ne,npnr, r4< a. West Palm Beach, FL Nrvan. V,% Malena" Fn.. ......,c a^... ^r, , . ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Athens Court Class A Page 1 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right 1 W Center of Cul-de-sac X 1.52 2 W 25' W of edge of Empire X 1.29 • Corporate Office: ndianapolis IN Offices: Cincinnati. OH Raleigh, NC Anchorage. AK Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Allan la(, Dayton OH Huntsville, AL Lousrville, KY Savannah, GA A'eaan'l':a . Bitit,morp NIP Denver. CO Indianapolis, IN Miami, FL Toledo, OH Roni,ngharn Al. ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Near��." `�'''"•` ` Gauherhurg. MD Lexington. KY Nashville. TN West Palm Beach, FL Nnrtn. , ATEC Associates, Inc. VV/1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Camilo Court I • Class A Page 2 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right 1 S 100' S of edge of Day X 1.06 0offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Consulhno Geotechnical / Materials Engineers and Environmental Scientists Corporate Office: Indianapolis, IN Cincinnati, OH Raleigh, INC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousivilie, KY Savannah, GA Alexandria, VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg. MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulhno Geotechnical / Materials Engineers and Environmental Scientists ATEC Associates, Inc. VV1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Maltz Avenue Core N -S Location No. E -W 1 100' E of edge of Day � 0 *Offices: Anchorage, AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago, IL Class A Page 3 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 ON 1/4 1/4 CL Left Right X Inches M Consullina Geotechn cal / Materials Engineers and Environmental Scient,sls Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, INC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Nortolk. VA Consullina Geotechn cal / Materials Engineers and Environmental Scient,sls ATEC Associates, Inc. VM1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 10 REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Douglass Avenue Core N -S Location No. E -W 1 2 3 4 •5 6 • Offices: Anchorage. AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Class A Page 4 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 ON 1/4 1/4 CL Left Right W 100' W of edge of Day Miller X W 400' W of edge of Day Miller W 600' W of edge of Day Miller W 800' W of edge of Day Miller X W 1000' W of edge of Day Miller W 1200' W of edge of Day Miller X X X EY Inches 1.06 1.32 .98 .92 1.22 1.30 Consulmo Geotechnical / Materials Engineers and Environmental Scien! sts Corporate Office: Indianapolis. W Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulmo Geotechnical / Materials Engineers and Environmental Scien! sts ATEC Associates, Inc. VM1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Paddock Street t. Class A Page 5 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right 1 S 100' S of edge of Justine X 1.13 2 S 300' S of edge of Justine X 1.06 3 S 500' S of edge of Justine X 1.31 Soffices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL ConSUtlino GeoteChnical ! Materials Engineers and Environmental Scientists Corporate Office: Indianapolis IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA ConSUtlino GeoteChnical ! Materials Engineers and Environmental Scientists ATEC Associates, Inc. Vy'1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Justine Drive Class A Page 6 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right 1 W 100' W of the edge of Day X 1.15 2 W 300' W of the edge of Day X .83 3 W 500' W of the edge of Day X 1.34 4 S 700' W of the edge of Day X 1.04 • 5 S 900''W of the edge of Day X 1.38 6 S 1100' W of the edge of Day X 1.39 SCorporate Office: Indianapolis, IN Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta, GA Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Indianapolis, IN Lousiville, KY Miami, FL Savannah, GA Toledo, OH Alexandria. VA Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Norfolk. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Consultino Geotechnical ! Materials Engineers and Environmental Sc ent sts ATEC Associates, Inc. VV1770 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Day Drive Class A Page 7 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location Cincinnati. OH ON 1/4 1/4 Inches No. E -W Salisbury, MD Affiliates: Davton OH Huntsville, AL Lousiville, KY Savannah. GA CL Left Right Miami, FL 1 N 100' N of N end of Pavement X West Palm Beach. FL Nrrq,. '. 1.11 2 N 300' N of N end of Pavement X 1.66 3 N 500' N of N end of Pavement X 1.23 4 N 700' N of N end of Pavement X .98 • 5 W 900' N of N end of Pavement X 1.13 6 W 1100' N of N end of Pavement X 1.28 7 W 1300' N of N end of Pavement X .80 8 W 1500' N of N end of Pavement X 1.31 9 W 1700' N of N end of Pavement X 1.18 10 S 1900' N of N end of Pavement X 1.12 11 S 2100' N of N end of Pavement X 1.03 12 S 2300' N of N end of Pavement X .78 13 S 2500' N of N end of Pavement X 1.15 14 S 2700' N of N end of Pavement X .79 40 - Offices: Anchorage AK .Atlanta. GA Halt,moro t\1D (;rrnvnphani A;. C �C; an, Corporate Office: In�7ianapolhs IN Cincinnati. OH Raleigh, NC Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Davton OH Huntsville, AL Lousiville, KY Savannah. GA D,-nver, CO Indianapolis, IN Miami, FL Toledo. OH Cnan'''''• Ft Wavne. IN Jacksonville. FL Montgomery, AL Washington. DC Gaitherburg. MD Lexington. KY Nashville. TN West Palm Beach. FL Nrrq,. '. ATEC Associates, Inc. VV1 779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Day Drive Class A Page 8 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right 15 S 2900' N of N end of Pavement X 1.05 16 S 3100' N of N end of Pavement X •93 17 S 3300' N of N end of Pavement X 1.39 18 W 3500' N of N end of Pavement X 1.10 1019 W 3900' N of N end of Pavement X 1.25 20 W 4100' N of N end of Pavement X 1.20 21 W 4300' N of N end of Pavement X 1.19 22 W 4500' N of N end of Pavement X .80 • Corporate Office: 1ncTanapulis IN Offices: Ancrinrage. AK Cincinnati Dallas OH TX Griffith. IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta GA Davion OH Huntsville, AL Lousiville, KY Savannah, GA �' 'an'•''' Baitimorr, KID Danver. CO Indianapolis. IN Miami. FL Toledo, 0H Cnan!!r, Hi,minclham AL FI Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC fJev:pn! Niv.s . C'i cann Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 VV 9 (407) 724-1273 • REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Midway Court Core N -S Location ON No. E -W CL 1 S 100' S of N end of Pavement X 2 S 300' S of N end of Pavement � 0 •Offices: Anchorage. AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL 1/4 Left X Class A Page 9 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 1/4 Inches Right 1.06 .96 Consult -no Geotechnical ! Materials Enoineers and Env,ronmental Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, INC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Cnantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington. KY Nashville, TN West Palm Beach, FL Norfolk. VA Consult -no Geotechnical ! Materials Enoineers and Env,ronmental Scientists 1 A'TEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Brisbane Core N -S Location ON No. E -W CL 1 S 100' S of N end of Pavement X 2 S 300' S of N end of Pavement � 0 •Offices: Anchorage. AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL Class A Page 10 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 1/4 1/4 Inches Left Right 1.19 X 1.73 Consuthno Geotechnical / Materials Eno neers and Environmental Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Nortolk. VA Consuthno Geotechnical / Materials Eno neers and Environmental Scientists ATEC Associates, Inc. V 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 1� u 0 REPORT of ASPHALT THICKNESS CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Alexis Drive Class A Page 11 of 11 Date: 5/16/88 Project#: 71-72-046 Release#: 3871-04 Lab # SH880764 Client# 66 Core N -S Location ON 1/4 1/4 Inches No. E -W CL Left Right 1 S 100' S of N end of Pavement X 1.21 Technician: R.Plemmons Remarks: 0 - Offices: Anchorage. AK Atlanta. CSA Baltimore NIP f;irmingharn AL. ,' t:cano I! Cincinnati. OH Dallas TX Dayton. OH Denver. CO Ft Wayne. IN Gaitherhurg. MD Respectfully Submi,trted, ATEC A sociates,,Inc. - ' W John W.arllee,, . P..E. Vice President Corporate Office: Indianapolis IN Raleigh, NC Griffith. IN Longmont, CO Salisbury, MD Affiliates: Huntsville. AL Lousrville, KY Savannah, GA Alexandria Indianapolis. IN Miami. FL Toledo, OH Cnanmr; ': Jacksonville. FL Montgomery, AL Washington, DC Newpnn Nov,s ' Lexington. KY Nashville. TN West Palm Beach, FL Nn+tn'• V.' u (en!enn^ir'a Matcr a's F'•rnnee a^,: E^. .^mr !a ':, . ATEC Associates, Inc. -VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • - _-- RHPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Barber Street Class A Page 1 of 5 Date: 6/02/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880899 Client# 66 Core Location ON 1/4 1/4 Inches No. CL Left Right 1 200' E of Schumann & Barber S Int. X 1.53 2 400' E -of Schumann & Barber S Int, X 1.95 3 600' E of Schumann & Barber S Int. X .85 4 800' E of Schumann & Barber S Int. X 1.42 • 5 1000' E of Schumann & Barber S Int. X 1.12 6 1200' E of Schumann & Barber S Int. X •83 7 1400' E of Schumann & Barber S Int. X 1.45 8 1600' E of Schumann & Barber S Int, X .85 9 1800' E of Schumann & Barber S Int. X 1.12 10 2000' E of Schumann & Barber S Int. X 1.01 11 2200' E of Schumann & Barber S Int. X 1.33 12 2400' E of Schumann & Barber S Int, X .95 13 2600' E of Schumann & Barber S Int. X 1.23 14 2800' E of Schumann & Barber S Int. X 1.05 • Corporate Office: Ind,anapo s IN Offices: Anchwage AK Cincinnati, Dallas OH TX Griffith. IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta. GA Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA A eaanr,ra , BaIIim Ore PID Denver. CO Indianapolis. IN Miami. FL Toledo, OH CnanP9; 'VA Bnmu,ghan, AL Ft Wayne, IN Jacksonville. FL Montgornery, AL Washington, DC N".,pnn News < ..M-cano. ! Gaitherburq. MD Lexington, KY Nashville, TN West Palm Beach, FL Noray. t':'• ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • _ REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Barber Street Core Location No. 15 3000' E of Schumann & Barber S Int. 16 3200' E of Schumann & Barber S Int. 17 3400' E of Schumann & Barber S Int. 18 3600' E of Schumann & Barber S Int. •19 3800' E of Schumann & Barber S Int. 20 4000' E of Schumann & Barber S Int. 21 4200' E of Schumann & Barber S Int. 22 4400' E of Schumann & Barber S Int. 23 4600' E of Schumann & Barber S Int. 24 4800' E of Schumann & Barber S Int. 25 5000' E of Schumann & Barber S Int. 26 5200' E of Schumann & Barber S Int. 27 5400' E of Schumann & Barber S Int. 28 5600' E of Schumann & Barber S Int. Class A Page 2 of 5 Date: 6/02/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880899 Client# 66 ON 1/4 1/4 Inches CL Left Right X 1.0 X 1.66 X 1.09 X .81 X 1.25 X 1.28 X 1.19 X 1.50 X 1.59 X .88 X 1.44 X .93 X 1.08 X 1.12 • Corporate Office: Ind,anapn!,s IN Offices: Cincinnati. OH Raleigh, NC Anchorage AK Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA Dayton, OH Huntsville, AL Lousrville, KY Savannah, GA Alexan'•r'a Batl,mow MP Denver. CO Indianapolis. IN Miami, FL Toledo, OH Cnan!,1'; ; !;u n�,ngharn AL. Ft Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Nes:, nr! Nrvns, C'n cano !; Gartherburg. MD Lexington. KY Nashville. TN West Palm Beach, FL No,in:. , C(a'sc,t ^o Gpn,(•r- ^.,r a' Nlwpr w'9 Fo .i R-1 ; -, , " ., , .., ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Barber Street Core Location ON No. CL 29 5800' E of Schumann & Barber S Int. X 30 6000' E of Schumann & Barber S Int, 31 6200' E of Schumann & Barber S Int. • • Offices: Anchorage. AK Atlanta. GA Baltimore MII Birmingham AL Ch-cano IL Class A Page 3 of 5 Date: 6/02/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880899 Client# 66 1/4 1/4 Inches Left Right .90 X 1.15 X 1.22 Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas. TX Griffith. IN Longmont. CO Salisbury, MD Affiliates: Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Alexannrla VA Denver. CO Indianapolis; IN Miami, FL Toledo. OH Cnantilly vA Ft Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Newpnr; News 'VA Galtherburg, MD Lexington. KY Nashville. TN West Palm Beach, FL Nonni~ VA i'On•,�;IPn� Gr.n'e.�nniiA� A1atr,, .;(ti � ..i rn,: q....: _ .,��,. ,.,, .� ,. . , ATEC Associates, Inc. 1779 Canova Street, S.E. .VV Palm Bay, Florida 32909 (407) 724-1273 • _ REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Stratton Avenue is Class A Page 4 of 5 Date: 6/02/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880899 Client# 66 Core Location ON 1/4 1/4 Inches No. CL Left Right 1 900' W of E Plat Limit X 1,10 • Offices: Anchorage.. AK Atlanta. GA Baltimore h1Cl Bumingharn AL Cmcaao. IL Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Affiliates: Dallas. TX Griffith. IN Longmont. CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Aiexandr a VA Denver. CO Indianapolis. IN Miami, FL Toledo, OH Cnanl!ny ',"% Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newor-rt News ',A Gaitherburg. MD Lexington. KY Nashville, TN West Palm Beach. FL Nmlol- VA (7of—un,no Grrnr, nrnra Matnnals Fr rnnrr••c a^^ r ^ •n.•n, •••1� .. ATEC Associates, Inc. 17 79 Canova Street, S. E, .VV Palm Bay, Florida 32909 (407)724-1273 • - _-_ REPORT of ASPHALT ROADWAY CORINGS Project: Sebastian Highlands Unit 17 Client: General Development Corp. Test Method: Street Cored: Arcadia n U Class A Page 5 of 5 Date: 6/02/88 Project#: 71-72-046 Work Release#: 3871-04 Lab # SH880899 Client# 66 Core Location ON 1/4 1/4 Inches No. CL Left Right 1 900' E of W End of Pavement X 1.83 Technician: R.Plemmons/J.Mckenna Remarks: 480 fices: Anchorage. AK Atlanta. GA Baltimore MD Birmingham AL Ch-Carto. IL Respectfully Submitted, ATEC Associates, Ince. w John"W," arllee, P.E, Vice President Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas. TX Griffith. IN Longmont. CO Salisbury, MD Affiliates: Dayton OH Huntsville, AL Lousiville, KY Savannah, GA Ale>ann"a 'dA ~ Denver. CO Indianapolis, IN Miami. FL Toledo, OH Chantilly Ft Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newport Nr -w,, 'VA Gartherburg, MD Lexington, KY Nashville. TN West Palm Beach, FL NOON- VA Corcr;q-ne Gr•na•rnrncal Mater ror—. a-,! : a,5 F,c- .