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Home My WebLink AboutSub-Grade DensityATEC Associates, Inc. CLASS A VV2990 N.W. 40 Street Miami. Fiorida 33142 (305) 633-2700 (Dade) (305) 728-9044 (Broward) • REPORT OF IN-PLACE SOIL DENSITY TESTS Client Noi 66 Project No171-72-046 Client: GENERAL DEVELORvI= CORP • LAB 1\10. SH 880024 Project: SABASTIAN HIGHLANDS UNIT #17 WR# 3871-04 Soil Description i LIGHT GRAY SAND WITH TRACE OF ROOTS Max.Dry Optimum Method Density 1Q2_a lbs/cu.ft. Moisture 9.0 / of Test: AASHTO T-99 Date of Test Elev. Lift Field In -Place Density Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac- COMPACTED SUBGRADE/DUBAN STREET Percent Wet Dry tion Tech: 1/8 1 STA 0+50 C/L @ GRADE 5.1 110.0 104.6 102.6 1/8 2 STA 3+00 L/S @ GRADE 5.2 110.2 104.8 102.8 1/11 3 STA 5+50 R/S @ GRADE 4.2 106.8 102.4 100.5 1/11 4 STA 8+00 C/L @ GRADE 5.1 111.4 102.1 100.1 • Remarks: The above tests meet the minimum requirement of 100 of maximum density. STA 0+0 STARTS AT BRISTOL DRIVE. Tech: R. PLEMMONS ATEC ASSOC FATES , 'INC . District Manger Offices: Cincinnati. OH Corporate O(1ke•. In towoks.IN Raleigh, NC Anchorage. AK Dallas. TX GrlHlth. IN LongmonL CO Salisbury, MO Atttllatts: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Akxanona. VA Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chanliey. VA Birmingham, AL FL Wayne, IN Jacksonville. FL Montgomery. AL Washington, DC Newport News, VA Chicago. IL Galthertwrg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norlok. VA ATEC Associates, Inc. CLASS A VV2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) (305) 728-9044 (Broward) • REPORT OF IN-PLACE SOIL DENSITY TESTS Client Not 66 Project No t71-72-046 C11en ti GENERAL DEVELOPMENT CORP. LAB NO. SH 880023 Project: SABASTIAN HIGH ANDS UNIT #17 WR# 3871-04 Soil Description i LIGHT GRAY SAND WITH TRACE OF ROOTS Max. Dry Optimum Density 102.0 lbs/cu.ft. Moisture 9.8 Method of Test : AASHTO T-99 Date of Test Elev. Lift Test No. Test Location Ft. No. COMPACTED SUBGRADE/DUNCAN STREET Field Moisture Percent In -Place Density (lbs/cu.ft.) Wet Dry 7. compac- tion 1/11 1 STA 1+00 C/L @ GRADE 7.7 110.3 102.4 100.4 1/11 2 STA 3+50 L/S @ GRADE 6.6 106.9 100.3 98.3 1/11 3 STA 6+00 R/L @ GRADE 13.4 114.7 101.2 99.2 1/11 4 RETEST OF #2 @ GRADE 5.0 107.1 101.9 100.0 1/11 5 RETEST OF #3 @ GRADE 10.8 116.9 105.5 103.5 • • Remarks: The above tests meet the minimum requirement of 1ot1 of maximum density. STA 0+0 STARTS AT BRISTOL DRIVE. Tech: R. PLEMMONS ATEC ASSOCIATES, INC. District Manger Corporate Off Cir Indunapotis. IN Offlcesc Cincinnati, OH 'Raleigh. NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atflliatet: Atlanta, GA Dayton, OH Huntsville, AL Louslville, KY Savannah, GA Atexanona. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL FL Wayne, IN Jacksonville, FL Montgomety; AL Washington, DC Newport News. VA Chicago, IL Galtherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Nodok VA • AT EC Associates, Inc. CLASS A V 2990 N.W. 40 Street Miami, Fiorida 33142 (305) 633-2700 (Dade) (305) 728-9044 (Broward) REPORT OF IN-PLACE SOIL DENSITY TESTS Client No: 66 Project No17l-72-046 Clients GENERAL DEVELOPMENT CORP. LAB NO. SH 880022 Project: SAPASTIAN HIGHLANDS UNIT #17 WR# 3871-04 Soil Description 1 LIGE 1'T GRAY SAND WITH TRACE OF ROOTS Max .Dry 2. Optimum 98 Density 10 0 lbs/cu.ft. Moisture '% Method AASHTO of Test: T-99 Date of Test Elev. Lift Field In -Place Density Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac- COMPACTED SUBGRADE /AL IAMBRA AVE. Percent Wet Dry tion 1/8 1 STA 0+50 C/L @ GRADE 5.6 108.0 102.3 100.3 1/8 2 STA 3+00 L/S @ GRADE 5.5 109.0 103.3 101.3 1/8 3 STA 5+50 R/S @ GRADE 4.5 104.0 99.5 97.6 1/11 4 STA 8+00 C/L @ GRADE 7.7 111.3 103.3 101.3 • 1/11 5 RETEST OF #3 R/S @ GRADE 6.3 108.4 102.0 100.0 Remarks: The above tests meet the minimum requirement of 100 of maximum density. _STA 0+0 STARTS AT THE WEST PLAT LIMIT.- Tech: R. PLEMMONS ATEC ASSOCIATES, INC.", • District. Manger Offices: Cincinnati. OH Corporate Ottke:Ind4 poks.IN . Raleigh. INC Anchorage, AK Daltas, TX Griffith, IN Longmont, Co Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Mezarorb. VA Baltimore. MD Denver, CO Indianapolis, IN Miami, FL'', Toledo, OH C+uditty. VA Birmingham, AL FL Wayne, IN Jacksonville, FL Montgomery. AL Washington, DC Newport Newt. VA Chicago, IL Gattherbura Mn I wrinMn' vv N..ti,nu_ T. 1.,_...,_,_ — ATEC Associates, Inc. CLASS A VV2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) (305) 728-9044 (Broward) • REPORT OF IN-PLACE SOIL DENSITY TESTS Client No: 66 GENERAL DEVELOPMENT CORP. Project No: 71-72-046 Client: LAB NO. SH 880028 Project: SARASTTAN HIGHLANDS UNIT #17_ WR# 3871-04 Soil Description: A:DK. BROWN AND GRAY SAND W/ROOTS BLIGHT GRAY SAND W/TRACE OF ROOTS Max. Dry A: 106.0 Optimum A:10.2 Method Density B: 102.0 1 bs/cu. ft. Moisture B: 9'8 % of Test: AASHTO T-99 Date of Test 6+00 R/S Elev. Lift Field In -Place Density 100.6 Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac- COMPACTED SUBGRADF/BRISTOL B 1/12 5 •1/12 6 Percent Wet Dry tion 1/11 1 STA 1+00 C/L GRADE 7.9 110.6 102.5 100.5 B 1/11 2 STA 3+50 L/S GRADE 9.2 114.7 105.1 103.0 B 1/11 3 STA 6+00 R/S GRADE 6.7 109.5 102.6 100.6 B 1/12 4 STA 8+50 C/L GRADE 8.8 111.8 102.8 100.8 B 1/12 5 •1/12 6 STA STA 11+00 L/S 13+50 R/S GRADE GRADE 6.0 12.5 110.0 116.3 103.7 103.5 101.7 101.5 B B 1/12 7 STA 16+00 C/L GRADE 5.6 110.2 104.3 102.3 B 1/12 8 STA 18+50 L/S GRADE 5.3 111.2 105.5 103.5 B 1/12 9 STA 21+00 R/S GRADE 8.0 114.4 105.2 103.9 B 1/12 10 STA 23+50 C/L GRADE 10.3 119.6 108.4 102.2 A Remarks: The above tests meet the minimum requirement of 100 Y of maximum density. STS TARTS AT THE SOUTH PLAT LIMIT Tech: R. PLEMMONS ATEC 'ASSOC I,ATESp'-'INC`..: N, .District Manger" 0mcea: Cincinnati, OH Corporate O.fficr. indynapolis. IN - Anchorage, AK Atlanta, GA Dallas, TX Grlfflth, IN Longmont, CO Raleigh, NC Salisbury, MD Attlllatet: Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Lousivflle, KY Savannah, Indianapolis, IN Miaml; FL GA Toledo. OH Mexanana. VA Chantilly. VA Birmingham, AL Chicago, IL Ft. Wayne, IN Gaitherburg, MD Jacksonville. FL Montgomery. AL Lexington, KY Nashville, TN Washington, DC West Palm Beach, FL Newport News. VA Norfolk. VA ATEC Associates, Inc. CLASS A VV2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) • (305) 728-9044 (Broward) REPORT OF IN-PLACE SOIL DENSITY TESTS Client Nos 66 Pro ect No: 71-72-046. Clients GENERAL DEVELOPMENT CORP. IAB SH 880027 Projects SABASTIAN HIGHLANDS UNIT #17 WR# 3871-04 A: LIGHT GRAY SAND WITH TRACE OF ROOTS C•LIGHT GRAY SAND W/TRACE ROOTS Soil Descriptions R- VARY RR(ll•TT\T AM (,RAY 4AT\m A:101.0 A: 9.0 Max . Dry B:106.0 Optimum B:10.2 Method Density 0107.0 lbs/cu. ft. Moisture L.L�/ of Test: AAggm T -g9 Date Test COMPACTED of Test No. Test Location SUBGRADE /KEYSTONE DRIVE Elev. Ft. Lift Field No. Moisture Percent In -Place Density (lbs/cu.ft.) Wet Dry compac- tion 1/12 1 STA 0+50 C/L S. /STRATTON GRADE 5.0 114-1 108-7 10?_9 R 1/12 2 STA 3+0 L/S S./STRATTON GRADE 11.1 112.2 101.0 100.0 A 1/12 3 STA 5+50 R/S S./STRATTON GRADE 5.5 111.0 105.1 99.1 B 1/12 4 STA 2+00 C/L N./STRATTON GRADE 6.8 110.9 103.9 101.8 C 1/12 5 STA 4+50 L/S N./STRATTON GRADE 13.4 116.6 102.8 100.9 C • 1/12 6 STA 7+00 R/S N./STRATTON GRADE 7.6 112.8 104.8 102.8 C 1/12 7 STA 9+50 C/L N./STRATTON GRADE 7.4 113.7 106.0 100.0 B 1/12 8 RETEST OF #3 GRADE 4.1 110.5 106.2 100.2 B . • Remarks: Tech: The above tests meet the minimum requirement of lo0 /. of maximum density. • / • 1 • '�• t � n •{. \ 1 X11 '� '/� f 1 � 1 •\:11 'P 11•x/•\ •\ 1 � •1. 1X1111• 1 1 Ii1l•\ •1X11 •1 a `1 • •11 ! '� gm11 �'1 • • ia11 R. PLEMMONTS ATEC ASSOCIATES, INC. District Manger Offices: Cincinnati, OH Corporals O11{ct: tnliarupolis.lN Anchorage, AK GA Dallas, TX Griffith, IN LongmontCO , Raleigh, NC Salisbury, C Affiliates:Atlanta, Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Indianapolis, IN Lousiville, KY Miaml; FL Savannah, GA Toledo, OH Alexarwns. VA Chantilly. VA Birmingham, AL Chicago, IL Ft. Wayne, IN Galtherburg, MD Jacksonville, FL Montgomery, AL Washington, DC Newporl News. VA Lexington, KY Nashville, TN West Palm Beach. FL Norfolk. VA ATEC Associates, Inc. CLASS A i 79 Can,),a Sl reel. S.E VV/ a,,; r,orin., 3P909 PAGE 1 osl 7:'.'-1273 REPORT OF IN-PLACE SOIL DENSITY TESTS OF 1 1/12 TO 1/21 PROJECT: SEBASTIAN HIGH -ANDS UNIT #17 CLIENT66 PROJECT## 71-72-046 CLIENT: GENERAL DEVELJPMET\TT CORP. WORK RELEASE# 3871-04 TEST METHOD: AASHTO T-99 LAB-" SH880106 LABORATORY DATA - SOIL DESCRIPTION: !AX .i DENITY PCF -MIUM IOISTURE . A: GR -Y AND TAN SAND 100.3 10.7 1 II B: LIGHT GRAY SAND WITH TRACE OF ROOTS 102.0 9.8 i - 111.5 TEST _RESULTS ri- PA=. TI gTTRr:RAT)F /ARC'ATITA TIP _ �TFST 1\J ' .IST ( 1 ) . IFT I DENSITY ( PCF) MA?:. DEN . ( COMP. ( 1 II -- [STA 18+00 C/L GRADE6.8 i - 111.5 104.4 102.0 102.4 2 I" 15+50 L/S GRADE 8.2 - 113.4 104.8 102.0 102.8 3 1" 13+60 C/L OF ARCADI & DRC7 17-1 GRAD 7.1 - 107.5 1100.4 100.3 100.1 4 �TA 11+00 R/S E i 6.0 - 107.7 101.5 100.3 101.3 5 I" 8+50 L/S RADE , 5.7 - 106.6 100.0 1100.3 100.8 6 6+00 C/L �RADEJ 8.3 - 112.4 103.7 102.0 101.7 7 3+50 R/S RADE 2.8 I - 101.2 98.4 100.3 98.1 8 " 0+50 L/S E 1 5.0 9.06.6 101.5 100.3 101.2 9 RETEST OF ;7 kRADE1 5.7 - 105.0 99.4 100.3 99.1 10 RETEST OF #,9 3RADE 5.7 - 106.5 100.7 100.3 100.4 THE ABOVE TESTS MEET THE MINIMUM RFIQUIREYIENT OF 100% OF MAXIMUM DENSITY. STA 0+0 STARTS AT BARBER STREET. TECHNICIAN: Corporate Office: Indianapoiis.IN Offices: Cincinnati, OH Raleigh, INC Anchorage. AK Dallas. TX Griffith, IN Longmont, CO Salisbury. MD AHilialCs: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA AFexandria. VA Baltimore, MD Denver, CO Indianapolis. IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washinqton. DC Newport Nev.S. VA � 0 1/18 00 0 1/20 1/20 1/21 ATEC Associates, Inc. . , r 9 (.e no v.l Sl reel. S VV P,.-) ) 7 "1 Palm B2.1 Florida 32909 REPORT OF IN-PLACE SOIL DENSITY TESTS 'LASS A PAGE 1 OF 1 1 /1R/RR PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLI ENT# 66 PROJECT# 71-72-046 CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04 TEST METHOD: AASHI'O T-99 LAB# SH880108 LABORATORY DATA --------- 7 =SO DESCRIPTION.: MAx. DENSITY PCF �bISTURE `/o IST. A: LIGHT GRAY SATZ WITH TRACE OF ROOTS 101.0 9.0 COMP. B: LIGHT GRAY SAND WITH TRACE OF ROOTS - 102.0 _ 9.8 GRADE C: GRAY ArD TAN SAND TEST _RESULTS 100.3 10.7 (TEST r ? 1. �'T IST. LIFTI DENSITY (PCF) MAX . DEN . COMP. T' Y f1 STRATTON AVE. STA 1+00 C/L GRADE 5.1 - 109.1 103.0 102.0 101.6 ? it 6+00 L/S GRADE 8.9 - 110.2 101.1 101.0 100.1 3 " 8+50 R/S GRQEJ 8.6 - 112.4 1103.5 102.0 101.5 4 " 11+00 C/L GRADE 5.7 - I109.3 103.4 102.0 101.4 5 " 13+50 L/S ,GRADE 5.9 - 1109.0 102.9 102.0 100.9 6 " AT DROW 17-1 STA 4+75 IGRADE 8.6 4 113.6 1104.6 100.3 104.3 I I I I T__1 REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIRE"= OF 100'/o OF MAXIML'M DENSITY. STA 0+0 STARTS AT BRISTOL DRIVE. • R. PLENLMONS TECHNICIAN: Raleigh, NC' Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Alexandria. VA Toledo, OH Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis. IN Miami, FL Birmingham, AL Ft, Wayne, IN Jacksonville, FL Montgomery, AL r'J^ann 11 r p;lherhtrrp A11 I morin^Ion KY Npshville TN Raleigh, NC' Safisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newporl News. VA V✓e�;' P?Im R-?, FI Norlort, VA 1/18 1/18 08 1/18 1/18 1/18 1/22 1/22 1/22 1/22 1/22 1/22 • ATEC Associates, Inc. IVV/ REPORT OF IN-PLACE SOIL DENSITY TESTS PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLI ENT: GENERAL DEVELOPMENT CORP. TEST METHOD: AASHTO T-99 CLASS A PAGE 1 OF 2 CLI ENTr 66 PROJECT# 71-72-046 LABORATORY DATA tNTORK RELEASE -411 3871-04 LAB-' SH88012 SOIL DESCRIPTION: MAX. DRY DENSITY PCF Oyl'i �U. 10ISTURE IST. . A: DARK BROWN AND GRAY SAND WITH ROOTS 106.0 10.2 COMP. B : LI GH_T_ GRAy__�SAND WITH TRACE OF R(Y)TS ? n I a -6" C: GRAY AND TAN SAID TEST RESULTS 100.3 10.7 TEST AT nv 7. OF7o, IST. . IFT jDENSITY (PCF)NIAX.DEN. COMP. 1JET 1 E2,1PIRE TERR. S.OF DOUGLASS STA 20+00 C/L -6" 8.2 - 111.5 103.1 1 102.01 101.1 2 STA 20+00 C/L GRADE 5.6 - 1106.5 100.8 102.0 98.9 3 RETEST OF #2 GRADEJ 7.8 - 109.9 102.0 102.0 100.0 4 STA 17+50 L/S GRADEJ 6.3 - 1109.8 103.2 102.0 101.2 5 STP. 15+00 R/S RADE 5.7 j - 112.4 106.4 106.0, 100.4 6 STA 12+50 C/L RADEJ 5.7 - 113.5 107.3 106.0 101.2 7 STA1- - 8 STA 8+50 R/S GRADE 6.2 - 1106.8 100.5 100.3 100.2 9 STA 6+00 C/L PRADE 6.6 - 112.3 105.3 102.0 103.3 1 - 11 STA 1+00 R/S 3RADE 6.2 - 109.5 103.1 102.0 101.1 12 N. OF DOUGLASS STA 1+50 C/L E 9.4 - 114.0 1 104.2 1 102.01 102.2 REMARKS: THE ABO\7E TESTS MEET TFE MINIM[TM REOi'TRFMFNT OF 1(X1'/ QF MAXTMfTM PgETTY_ STA 0+0 STARTS AT DOUGLASS ST. TESTS #,1 & 2 WERE TAKEN IN AN,4& A.'THAT WAS UNDERCUT APPROX. 18" FOR A DISTANCE OF 200' (FROM TRACY TO STA 19+00) TOA CLEAN LIGHT BRAY SAND. R. PLEMMONS Y'y�, TECHNICIAN: Affiliates: Alexandria. VA Chanb6y. VA Newpon News. VA Norlok VA Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Falet NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury; MD . Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY `Savannah, GA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Totedo, OH Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington; DC Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach. FL Affiliates: Alexandria. VA Chanb6y. VA Newpon News. VA Norlok VA ATEC Associates, Inc. !77'j C;:n,>:.i Street. S c • REPORT OF IN—PLACE SOIL DENSITY TESTS 1/22 1/22 e2 CLASS A PAGE 2 OF 2 I)A I N.' _ __ __ PROJECT: SEBASTIAN HIGHLANDS UNIT #f17 CLIENT# 66 PROJECT## 71-72-046 CLIENT: GEANL�AL DEVELOPNFNl CORP. WORK R.ELEASE#7 3871-04 TEST METHOD: AASHTO T-99 LAB=,` SH880120 LABORATORY DATA -- I r,... _ . . MOIST. ° SOIL DESCRIPTION: DEr:SITY PCF 90ISTURE % COMP. ° A: DAP BROik'N AND GRA:' SAND WITH ROOTS 106.0 10.2 Denver, CO -,K B: LIGHT GRAY SAID INTITH TRACE OF ROOTS 102.0 9.8 Jacksonville. FL C: GRAY AND TAN SPIND TEST RESULTS 100.3 10.7 TEST C)CATTO�� %. Ix'7 )I MOIST. ° LIFTDENSITY (PCF)�MAX.DEN. J ' P P COMP. ° 13 empire tern. n. of douglass sta 4+0 L S p Denver, CO Indianapolis, IN Miami, FL 2• Jacksonville. FL Montgomery, AL 14 STA 6+50 R/S GRADE 16.9 - 1125.7 107.5 106.0 101.4 15 STA 9+00 C/L GRADE 6.4 - 1107.1 (100.6 100.3 100.3 f � � ► i •R. PLENVONS TECHNICIAN: Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL .. .` Vat , 1100 Raleigh, NC Corporate Office: Indianapolis. IN Cincinnati, OH Affiliates* Savannah. GA Dallas, TX Griffith. IN Longmont, GO Dayton, OH Huntsville. AL Lousiville, KY Denver, CO Indianapolis, IN Miami, FL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Gaitherburg, MD Lexington. KY Nashville, TN .. .` Vat , 1100 Raleigh, NC Salisbury, MD Affiliates* Savannah. GA Alexandria. VA Toledo. OH Chanony. VA Washington. DC Newpon News. VA West Palm Beach. FL Norfolk. VA ATEC Associates, Inc. VV:779 Cangv.l Slrcel. S.c. ?elnt ti �':. r:pnrla ��(1nc1 0 REPORT OF IN-PLACE SOIL DENSITY TESTS 1/13 13 /13 1/26 C'_"=%S S A PAGE 1 OF 1 - I/iz 'm 'I/')r, PROJECT: SEBASTIAN HIGHLANDS CLIENT# 66 PROJECT# 71-72-046 CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04 TEST METHOD: AASHTO T-99 LAB# SH880136 LABORATORY DATA SOIL DESCRIPTION: MAX. DENSITY PCI ) OPTIMU\1 'LjOISTURE % A: LIGHT GRAY SAND WITH TRACE OF ROOTS 102.0 1 9.8 ( COMP. B: DAFK BROWN A 4D GRAY SAND WrITti ROOTS 106.0 10.2 I GRADE16.3 TEST PE�)7JLTS TESTLE\7. wtTirt��lr�u �� t<r r ' 't 1,DIST. '�' 1 IFT DENSITY (PCF) �1A.X.DEN. ( COMP. 1 STA 1+00 C/L S. OF STRATTON I GRADE16.3 - 1110.7 1104.1 102.0 102.1 2 STA 3+50 L S S. OF STRATTON (GRADE Cincinnati, OH Dallas, TX 6.1 1 - 114.6 1108.0 Atlanta, GA 106.0 101.9 3 STA 6+00 R/S S. OF STRATTON GRADE 5.0 I - 112.6 107.2 106.0 1101.11 4 AT DROW 17-3, C,/L N. OF STRATTON GRADE 5.9 6 1110.9 104.6 102.0 1102.6 REMARKS: T E ABOVE E T_FST MEET 714F *mNTH TM 1gFn1 TTRFMFNm nF 11m nF MAXTwim 1EMSITV STA 0+0 STARTS AT STRATTON AVENUE. • R. PLEMMONS- TECHNICIAN: Corporate Office:Indianapdis.lN Raleigh, NC Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville• KY Alexandria. Savannah, GA Chant y.VVA Toledo, OH Baltimore, MD Birmincham Al Denver. CO FL Wayne. IN Indianapolis, IN Jacksonville. FL Miami, FL Monloomery. AL Newport e Washinolon nr, Newport News, VA 1� u 1/28 /28 28 1/28 1/28 1/28 ATEC Associates, Inc. 1779 G?no,a SlrCel. S.c. ?alar Ray. Florida !2g()n REPORT OF IN-PLACE SOIL DENSITY TESTS SS A DACE 1 or 1 i,)Q /QQ -, .- PROJECT: SEBASTIAN HIGH1_*MS UNIT #17 CLIENT;` 66 PROJECT# 71-72-046 CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04 TEST METHOD: AASHTO T-99 LAB# SH880142 LABORATORY DATA. -- SOIL DESCRIPTION: ::An DENSITY PCF OPTIMUM 'MOISTURE % MOIST. 1) A: GRAY AND TAN SAND/B: DARK BR. & GRAY SAND W/ROOTS 100.3/106.0 10.7/10.2 COMP. M C: DK. DR,_�RAY/1LLjC=FiT GRAY SA iti' /TRACE 1 ( STA 1+0 C/L IGRADEJ TECMICLAN: TEST ?=TS Dnu�'s�_ASS DR1vE TESD_ - - '. 7- TA MOIST. 1) IFT DENSITY (PCF) MAX.DEN. COMP. M R. PLEWNNS 1 ( STA 1+0 C/L IGRADEJ TECMICLAN: 5.5 1 - 1107.6 102.0 100.3 101.7 2 STA 3+50 L/S IGRADE1 Cincinnati, OH Dallas, TX Griffith, IN 7.4 ! - 114.2 106.3 106.0 100.3 3 STA 6+00 R/S GRADE 12.9 - 1122.8 1108.8 ( 106.0 102.6 4 STA 8+50 C/L GRADE 13.2 - 1126.5 111.8 110.3 1101.4 5 STA 11+00 L/S GRADE 13.4 I - 1128.7 113.5 110.3 1102.9 6 STA 13+50 R/S GRADE 11.2 - 113.1 1101.7 101.0 100.7 REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIREY= OF 100r,o OF MAXIMUM,DENSITY. STA 0+0 STARTS AT MILLER DRIVE. R. PLEWNNS i _J TECMICLAN: Corporate Office: Indianapolis,IN' Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont. CO Raleigh, NC Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousivilk, KY Savannah, GA Alexandria- VA CreNilly• VA Baltimore, MD Birmingham, AL Denver, CO Indianapolis, IN FL Wayne, IN Jacksonville, FL Miami, FL Montgomery. AL Toledo, OH Washington, DC Ne`vp°r1News- VA • QTEC Associates, Inc. VV:779 Cano•,a Street. S.E Palm C4av �!Orirl,i 329'7:? REPORT OF IN-PLACE SOIL DENSITY TESTS CLASS A PAGE 1 OF 2 1/25 TO 1/26 PROJECT: SEBASTIAN HIGHLAM,S U 7IT #17 CLIENT# 66PROJECT# 71-72-046 CLIENT: GENERAL DEVELOR'IENTT CORP. WORK RELEASE# 3871-04 TEST METHOD: pASHT0 T-99 LAB# SH880143 LABORATORY DATA SOIL DESCRIPTION: MAX. DRY DENSITY PCF I OPTIMUM MOISTURE % IST. A: LIGHT GRAY SAND W/ROOTS B: GRAY AND TAN SAND 101.0/100.3 9.0/10.7 COMP. ° C: LIGHT GRAY SAND W/T!?ACE Or ROOTS 102.0 9.8 GRADE ll: bK. J[uvu W/ lmur Ur u:'. nK. :Eva) TEST R7 -SULTS rnA ro A rrr7-% CT TDrD A nr /n tT T T U -D AND SHE- TESTv. -- - --- \� . �,TWET IST. LIFT DENSITY (PCF) MAX.DEN. P COMP. ° DRY 1 STA 0+50 C/L GRADE 6.9 - 105.6 98.8 101.0 98.8 2 RETEST OF #1 GRADE 6.9 - 108.6 101.6 101.0 100.6 3 STA 3+00 L/S GRADE 5.8 - 106.2 100.3 100.3 100.1 4 STA 5+50 R/S GRADE 8.9 - 107.3 98.5 101.0 97.5 5 STA 8+00 C/L GRADE 4.1 - 106.4 102.2 102.0 100.2 6 STA 10+50 L/S GRADE 12.2 - 1115.6 103.0 102.0 102.0 7 STA 13+00 R/S GRADE 16.0 - 124.7 107.5 109.6 98.1 8 RETEST OF #4 GRADE 10.0 - 108.3 98.5 101.0 97.5 9 STA 15+50 C/L GRADE 12.2 - 114.8 102.4 100.3 102.1 10 STA 18+00 L/S GRADE 11.0 - 1112.6 101.4 100.3 101.1 11 STA 20+50 R/S GRADE 13.8 - 1118.9 104.4 102.0 102.4 12 STA 1+0 C/L BIRTLE STREET GRADE 11.1 - 1109.9 98.8 100.3. 98.6 REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIRR= OF 1007. OF MAXIMUM DENSITY. `NOTE: SUBGRADE DENSITY FOR BIRTLE STREET WERE TAKEN ALONG WITH MILLER DRIVE. • R. PLENI�^'IONS TECHNICIAN: Corporate Office: Indianapolis. IN Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville. KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantily, VA Newport News. VA Birmingham, AL FL Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC �... _.. ,.,, 11 - I .,..,......... Vv 11-11-11_ - jai,..., D-1- "---` - Vt. • 1/26 1/26 08 1/28 ATEC Associates, Inc. VV1779 Canova Sired. S.E Palm ;+;=lonrl,� ?7y�r REPORT OF IN-PLACE SOIL DENSITY TESTS CI ,SS A PAGE 2 OF 2 DATE * i, v '— i, -- PROJECT: vPROJECT: SEBASTIAN HIGHLANDS UNIT #,17 CLI ENT# 66 PROJECT# 71-72-046 CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04 TEST METHOD: AASHTO T-99 LAB# SH880143 LABORATOR"__ DATA SOIL DESCRIPTION: MAX. DENSITY PCF OPTIMUM MOISTURE % 1ST. 'i :LIGHT GRAY SAND W/TRACE/ROOTS B:GRAY & TAN SAND 101.0/100.3 9.0/10.7 COMP. :LIGHT GRAY SAND _WITH 1RA0E nF RfX71'S 10211 .-9_8 STA 23+00 C/L GRADE D:BROWN SAND W/TRACE OF DARK BR. SAID TEST =`_SULTS 109.6 10.0 TEST MI LEV. � ; __1 L ( 1ST. 'i IFT DENSITY (PCF) MAX.DEN. COMP. Atlanta, GA 13 STA 23+00 C/L GRADE 8.3 - 111.1 102.6 102.0 100.6 14 RETEST OF #12 " 9.4 - 112.1 102.0 100.3 102.1 15 RETEST OF #8 6.7 - 109.8 102.9 101.0 101.9 16 RETEST OF #7 8.5 - 119.9 110.5 109.6 100.8 REMARKS: THE ABOVE TEST MST THE MINIMUM REQUIRE"M OF 100% OF KAXIMUM DF1N;SITY. STA 0+0 STARTS AT TRACY DRIVE. /fin --�3�► d%nn. t .. fh i(/lJ, - R. PI.E NS TECHNICIAN: Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL FL Wayne, IN r..hirnnn 11 (:aithwrhrm KAn 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 Ne"pchl Ne"z VA 1 exinnton Y.Y Nat hv;lio TN West Pal— Poo rr N virrr VA ATEC Associates, Inc. CLASS A V2990 N.W. 40 Street Miami Florida4 331 2 305 633-7700 Dade (305) 728-9^44 (Broward) • REPORT OF IN-PLACE SOIL DENSITY TESTS Client No: 66 Project No: 71-72-046 Client: GENERAL DEVELpPN�NT CORP. LAA NO cu 8800?0 Project: SABASTIAN HIGHLANDS UNIT 17 WR# 3871-04 Soil Description : LIGHT GRAY SAND WITH TRACES OF ROOTS Max , Dry 102.0 Optimum Density lbs/cu.ft. Moisture Date of Test Elev. Test No. Test Location Ft. COMPACTED SUBGRADE /ALDEA DRIVE. 9.8 Method AASHTO T-99 % of Test: Lift Field In -Place Density No. Moisture (lbs/cu.ft.) Percent Wet Dry compac- tion 1/7 1 STA 2+50 C/L @ GRADE 7.2 111.9 104.3 102.3 1/7 2 STA 5+00 L/S @ GRADE 5.6 107.7 101.9 100.0 1/7 3 STA 7+50 R/S @ GRADE 3.8 105.4 101.6 99.6 1/8 4 RETEST OF #3 @ GRADE 6.0 108.6 102.4 100.4 1/8 5 STA 10+00 C/L @ GRADE 5.4 107.5 102.0 100.0 •1/E 6 STA 12+50 L/S @GRADE 7.7 110.9 103.0 101.0 1/8 7 STA 15+00 R/S @ GRADE 4.6 107.7 102.9 100.9 1/8 8 STA 17+50 C/L @ GRADE 6.7 110.7 103.7 101.7 1/8 9 STA 20+00 L/S @ GRADE 7.3 109.7 102.2 100.2 Remarks: The above tests meet the minimum requirement of 100 of maximum density. Techs ATEC ASSOCIATES, INC. R. PLEMMONS4,L�t-,t District Manger Corporate Of fka:lndunapokSJN Offices: Cincinnati, OH Rdeiph, NC Anchorage, AK Dallas, TX Griffith. IN LongmAnt, CO Salisbury, MO Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Akzanab. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chanliay, VA Birmingham, AL FL Wayne, IN Jacksonville, FL Montgomery. AL Washington, DC Newport News. VA Chicago, IL Galthertwrg, MD Lexington, KY Nashville, TN Wast Palm Beach. FL Nodoac VA 0 REPORT OF IN-PLACE SOIL DENSITY TESTS Client Not 9 Project No:p=72-007' Clients GF.NER_AL DEVEL,OPN�NT CORP. LAB N0. SH 8702 / ATEC Associates, Inc. VV2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) (305) 728-9044 (Broward) CLASS A Project: SFRASTTAN HIGHLANDS. UNIT #17 WR -3871-04 Soil Description LIGHT GRAY SAND W/TRACE OF ROOTS Max.Dry Optimum Density 10?_0 lbs/cu.ft. Moisture 9.8 Method of Tests AASHTO - T - 99 Date of Test Elev. Lift Field In -Place Density Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac- DFM(TCKED ARTA Percent Wet Dry tion 11-9-97 1 STA 1+50 CL KEYSTONE @ GRADE 4 9.90/. 115.4 105.0 103.0 _11-9-87 7 STA 1+50 CL KEYSTONE -2' 2 14.5% 121.5 106.1 104.4 11-9-R7 3 STA 1+50 CL KEYSTONE -1' 3 17.6% 122.2 103.9 101.9 NOTE: STA 0+0 IS @ BRISTOL DRIVE Remarks: The above tests meet the minimum requirement of 100 y of maximum density. TEST_ COULD NOT BE TAKEN @ -3' DUE TO GROUND WATER iNIKU�dUN- Tech: R. PLEMMNS ATEC ASSOCIATES ,. INC. ' District Manger Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Cincinnati, OH Dallas, TX Dayton, OH Denver. CO Ft. Wayne, IN Gaitherburg, MD Corporate Office: ind)anapois, IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN Raleigh, NC Salisbury, MD Savannah, GA Toledo, OH Washington, DC West Palm Beach, FL Affiliates: Alexanana. VA Chantilly. VA Newport News, VA Norfolk. VA ' ATEC Associates, Inc. ELEV. _ Canova Street, S.E. % NO. VV1779 Palm Bay, Florida 32909 (FT) (%) NO. (407) 724-1273 DRY MAX. • STABILIZED SUBGRADE REPORT Class A of Page 1 of 3 Sta 26+00 IN-PLACE DENSITY TESTS R/S PROJECT: Sebastian Highlands Unit #17 PROJECT NO.: 71-72-046 CLIENT : General Development Corp. CLIENT NO. : 66 TEST METHOD : ASTM D-2922 TEST DATE :2/26 4/14 WORK RELEASE: 3871-04 117.0 LAB NO. SH880604 93.4 SOIL DESCRIPTION Max. Den Opt. Moist Method St. R/S SSG AASHTO T-180 FIELD TEST DATA SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 98.0 %. TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) % NO. (FT) (%) NO. WET DRY MAX. COMP STABILIZED SUBGRADE 1 Sta 26+00 Barber St. R/S SSG 10.6 128.1 115.8 125.2 92.5 2 Retest of #1 SSG 10.9 129.8 117.0 125.2 93.4 3 Sta 17+00 Barber St. R/S SSG 5.9 119.4 112.8 117.9 95.6 4 Sta 4+00 Barber St. C/L SSG 7.9 127.1 117.7 125.2 94.0 •5 Retest of #2 SSG 8.7 130.1 119.7 125.2 95.6 6 Retest of #4 SSG 9.8 129.4 117.8 125,2 94.1 7 Retest of #6 SSG 9.5 131.0 119.7 125.2 95.6 8 Retest of #7 SSG 10.4 132.4 120.0 125.2 95.8 9 Sta 6+00 Barber St. L/S SSG 8.1 127.6 118.1 126.2 93.5 10 Retest of #9 SSG 9.6 129.9 118.6 126.2 93.9 11 Retest of #5 SSG 10.3 136.1 123.4 125.2 98.5 12 Sta 24+00 Barber St. L/S SSG 11.8 137.2 122.6 125.2 98.0 13 Sta 54+00 Barber St. L/S SSG 5.3 125.0 118,6 126.0 94.1 14 Sta 58+00 Barber St. C/L SSG 6.3 119.7 112.6 112.8 99.8 15 Sta 60+00 Barber ST. L/S SSG 12.4 128.7 114.5 115.2 99.3 16 Sta 56+00 Barber St. R/S SSG 8.6 124.8 114.9 125.8 91.3 17 Retest of #13 SSG 8.9 129.8 119.2 126.0 94.6 18 Sta 22+00 Barber St. C/L SSG 10.2 136.8 124.2 125.2 99.2 19 Sta 2+00 Barber St. R/S SSG 7.1 127.1 118.6 121.9 97.3 20 Retest of #8 SSG 8.5 126,9 116.9 122.3 95.6 21 Retest of #10 SSG 7.7 129.5 120.2 126.5 95.0 22 Sta 8+00 Barber St. R/S SSG 6.7 120.5 112.9 116.8 96,6 23 Sta 10+00 Barber St. C/L SSG 7.2 128.4 119,7 122.9 97.4 24 Retest of #16 SSG 9.8 132.1 120.3 125.8 95.6 25 Retest of #24 SSG 9.0 131.7 120.9 125.8 96.1 26 Sta 52+00 Barber St. C/L SSG 9.9 127.2 115.7 116.7 99.1 27 Retest of #17 SSG 11.5 135.9 121.8 126.0 96.7 28 Sta 12+00 Barber St. R/S SSG 6.7 122.4 114.7 115.9 98.9 29 Sta 46+00 Barber St. C/L SSG 6.8 123.2 115.3 115.4 100.1 •30 Sta 44+00 Barber ST. R/S SSG 8.1 124.3 115.3 120.7 95.5 Offices: Cincinnati, OH Corporate 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: Alexanona VA Baltimore, MD Birmingham. AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Cnanl Ily VA Newport News VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL NorlDIK VA AVEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 Vy' 9 (407) 724-1273 • REPORT of IN-PLACE DENSITY PROJECT: Sebastian Highlands Unit #17 CLIENT : General Development Corp. TEST METHOD : ASTM D-2922 WORK RELEASE: 3871-04 SOIL DESCRIPTION Class A Page 2 of 3 TESTS PROJECT NO.: 71-72-046 CLIENT NO. : 66 TEST DATE :4/14 4/18 LAB NO. SH880604 Max. Den FIELD TEST DATA SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 98.0 %. Opt. Moist Method AASHTO T-180 TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) % NO. (FT) (%) NO. WET DRY MAX. COMP STABILIZED SUBGRADE 31 Sta 42+00 Barber St. L/S SSG 9.6 123.3 112.4 116.1 96.8 32 Sta 48+00 Barber St. L/S SSG 10.2 132.4 120.1 121.8 98.6 33 Retest of #27 SSG 9.8 135.8 123.7 126.0 98.1 34 Retest of #30 SSG 6.0 123.3 116.3 120.7 96.4 *5 Retest of #25 SSG 9.0 134.4 123.4 125.8 98.0 36 Sta 50+00 Barber St. R/S SSG 9.9 130.8 119.0 120.8 98.5 37 Sta 34+00 Barber St, C/L SSG 12.5 127.4 113.3 125.1 93.9 38 Sta 32+00 Barber St. R/S SSG 11.7 121.5 108.8 114.3 95.2 39 Sta 30+00 Barber St. L/S SSG 9.5 129.8 118.5 125.0 91.8 40 Sta 28+00 Barber St. C/L SSG 8.6 126.8 116.7 122.1 95.6 41 Sta 42+00 Barber St. L/S SSG 8.9 126.1 115.8 116.1 99.3 42 Sta 40+00 Barber St. C/L SSG 13.5 124.0 113.8 120.7 94.3 43 Sta 36+00 Barber St. L/S SSG 12.6 125.9 111.7 115.9 96.4 44 Retest of #35 ` SSG 10.5 129.4 117.1 120.7 97.0 45 Retest of #45 SSG 8.0 128.2 118.7 120.7 98.3 46 Sta 20+00 Barber St. R/S SSG 8.1 129.9 120.1 119.8 100.3 47 Sta 18+00 Barber St. L/S SSG 8.0 123.6 114.4 114.4 100.0 48 Sta 16+00 Barber St. C/L SSG 10.1 122.8 111.6 111,8 99.8 49 Sta 14+00 Barber St. R/S SSG 8.7 134.5 123,7 126.0 98.2 50 Sta 12+00 Barber St. L/S SSG 9.7 126.3 115.1 115.4 99.7 51 Retest of #23 SSG 6.4 128.5 120.8 122.9 98.3 52 Retest of #22 SSG 7.7 129.0 116.1 116.8 99.3 53 Retest of #21 SSG 6.4 131.9 124.0 126.5 98.0 54 Retest of #4 SSG 6.5 128.2 120.3 122.3 98.4 55 Retest of #19 SSG 5.9 129.5 122.3 121.9 100,4 56 Retest of #41 SSG 7.2 123.7 115.4 122.1 94.5 57 Retest of #43 SSG 9.7 127.7 116.5 120.7 98.7 58 Sta 38+00 Barber St. R/S SSG 10.7 126.8 114.6 116.8 98.0 59 Retest of #44 SSG 11.2 125.5 112.8 115.9 97.3 00 Retest of #39 SSG 8.6 119.5 110.1 114.3 96.3 Offices: Cincinnati. OH Corporate 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 Jacksonville, FL Miami, 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 !'n�c��q-n,� G�o�n^^ni�2' 44 at�� .. c F„ „o aid F.._ .,�rnr,.i, a' ' n"m ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 VV_ 9 (407) 724-1273 • REPORT of IN-PLACE DENSITY TESTS PROJECT: Sebastian Highlands Unit #17 CLIENT : General Development Corp. TEST METHOD : ASTM D-2922 WORK RELEASE: 3871-04 SOIL DESCRIPTION Max. Den FIELD TEST DATA Class A Page 3 of 3 PROJECT NO.: 71-72-046 CLIENT N0, : 66 TEST DATE :4/18 4/27 LAB NO. SH880604 Opt. Moist Method SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 98.0 %. TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) % NO. Offices: (FT) (%) NO. WET DRY MAX. COMP 61 Retest of #40 SSG 8.2 133.4 123.3 125.0 98.6 62 Retest of #38 SSG 11.4 128.0 114.9 114.9 99.9 63 Retest of #61 SSG 8.8 122.0 112.1 114.3 98.1 • 64 Retest of #57 SSG 5.1 126.1 120.0 122.1 98.3 65 Retest of #60 SSG 12.4 128.2 114.0 115.9 98.3 66 Sta 0+50 Barber St. C/L SSG 10.0 139.9 127.2 128.9 98.7 67 Sta 63+00 Barber St. C/L SSG 11.4 138.4 124.3 125.0 99.4 REMARKS: ABOVE TEST MEET THE MINIMUM REQUIREMENT OF 98% OF MAX. DENSITY. 0+0 starts at the South intersection of Schumann and Barber St. Subgrade between Sta 0+50 through 19+00 was cut, and sand was added. #19, another proctor sampled. #63, was remixed and new proctor sampled. TECHNICIAN: R.Plemmons Respectfully Submitted, ATEG''Associates, Inc. n John W. Harllee, P.E. Vice President • 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 Aiexandna VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chanldly 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 rn.'<un�n (gin nir,�tir•ra. �n of n.,a�5 �. .. _ ani+ G ten, "I ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • 7 7-1 C, —171- --NT A �t r a i ive 7 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 Aiexancria VA Baltimore, MID Denver, Co Indianapolis, IN Miami, FL Toledo, OH Cnanldly VA Birmingham, AL Ft Wavne. IN Jacksonville, FL Montoomery, AL Washington, DC Newport News V;, Chicago, IL Gaitherburg, MID Lexington, KY Nashville, TN West Palm Beach, FL Norlc'� VA ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • r 7, 7 T7 V7- 17 7 "j E,.. -4- a -4-010 a 'd e U � I a- — ciep U11 5 0 Cl R r Uad 10- I�T TZ' , � , : -RE�XAENT 37 1 U0 X . DENS 1 TY R E -, A RR K 3 : A 3 C)V E T ES' T "S Z Z T T 1 .17 E 1 1' L) T All IR . F I em rr, "z; - 2; C Offices: Cincinnati, OH Anchorage. AK Dallas, TX Atlanta, GA Dayton, OH Baltimore MID Denver. CO Birmingham, AL Ft. Wavne. IN Chicago. IL GaitherbUrg, MID F7 1 u LY S Bl -'f I T T LCL AT E C -AS T AT 7— S SNC So" zi- C I N W H A L F E V71-7 Corporate Office: Indianapolis IN Raleigh, NC Griffith. IN Longmont, CO Salisbury, MID Affiliates: Huntsville. AL Lousiville, KY Savannah. GA Aiexanoria VA Indianapolis, IN Miami, FL Toledo, OH Cnanl,[,y V4 Jacksonville. FL Montgomery, AL Washington, DC Newport News bA Lexington, KY Nashville, TN West Palm Beach, FL No,tolk VA ATEC Associates, Inc. Dallas, TX Canova Street, S.E. Longmont, CO Dayton, OH Huntsville, AL - VY1779 Palm Bay, Florida 32909 Indianapolis, IN Miami, FL Ft. Wayne, IN Jacksonville, FL (407) 724-1273 Gaitherburg, MD Lexington, KY Nashville, TN REPORT CIas,'-� A ',-F' ACEr- DEv:J"i,'Y ..E�� S7RO ECT Sebasti. anHigh-'nds Ur1,t, i*17 -`'ROIJEC.T NIL- (1-7i',-r,,i _,"-LENT Genera 7-:t✓,velopmen4 Garp. C -'T -, iL-L -L ;A r�r�t 1L/CA. iL '7^n Y.� ?,f TT+�-?\f,?T1J �. '-r r>,- /- nr./r1 fy n '-r�>•.� / `l ('T' y �/ LESTi0CAr11- Z L E V i'Ji.J ,71 ter itir �, �• \if'�: : /•, i G 1 l•� i v ..y . 1 ._ ti .. �.. T V �.. , i C�.i 1 y t; e l..e� l� U1. 11++ grade 13.3 111.7 102.2 100.3 101. REMARKS : ABOVE TESTS ".EET TriE i N i MiUM REQCIREt Et��T OE 100% OF MAX. DENSITY, Area between Sr A 0+50 & 1 50, was undercut, 12" below Soil-eement.. -TA 0+0 a.rt._ a. fav Drive. .i"�.r i7 il�lAi�t: H.i)..; i=';ii:l C"! RES Ji:vr "U Li ir.J �1/ 1llmmt-+T' • Offices: Anchorage, AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL ATEC:.ASSO:,lArES, LNC. W. IIAR L' L V T C ti RES TTE "' Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantiliv VA Washington, DC Newport News VA West Palm Beach, FL NortoiK VA Corporate Office: Indianapolis IN Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Dayton, OH Huntsville, AL Lousiville, KY Denver. CO Indianapolis, IN Miami, FL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Gaitherburg, MD Lexington, KY Nashville, TN ATEC:.ASSO:,lArES, LNC. W. IIAR L' L V T C ti RES TTE "' Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantiliv VA Washington, DC Newport News VA West Palm Beach, FL NortoiK VA � 0 ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 PROJECT: Sebastian, ::igl.Iands Un 11, 17 CL TENT TEST — TESI Mr 1 HOL: A-':"—, 1^ r WORK RELEA`E " 71-04 :0=L'( i.'TIOI: I yen ;F,.> j Dark brown and gray saric with 1(16. 0 traoes o7: GoM'7ACTG-7 S Lf r3 C:.R�bt FIELD TE;T DATA SPECIFIED MINIMUM PERCENT COMPACTIOIv(PCF;:i00,0 io. TEST 10CAT- OIv NO. T (°o) NO, Ota 0+45 R/S grade ? Std +�)0 ;' C�mt�v <_T gr. aae 5. lass A F'ROJE T Nc vL N, N(11 T> ST )ATE LAD NO. Op, _ Pt' lel �_7 1 1, i0.0 : 71-72,-046 : �iii<iIUU�..JJ M the a 1-71 TI -)ENC C i TY L•i / u WET r)�Y MAX r- NID 118.5 1.07.5 126.Ci 01.4 REMARr:S: ABOVE TESTS MEET THE MINIMUM EI-IT7TREMENT OF 100% OF MAX. DENSITY. Sta 0+0 starts @ Day Drive TECHNICIAN: R. Plemmons R.ESPECI,"i'.Y SUBMITTED, ASS'O'CIATES,INC. //ATEC tj JOIN W. "ARLLEE P. E.:', VICE PRESIDNT .,. . 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 Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. 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 Consumnc Geotechnical / Materials Enoineers and Fnvironmental SaeMsfs