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Old Coppell Est-LR 951103NOV-08-95 ~ED 09:59 '~cet[enc~ by ~xper~encc" ~rclat ~ ~st~{a~ !nspectlon PO 8~'92548 · S~thtake, ~xas 7~0~2- · ~7)'5~9-0~a~ ' PROJECT: Old Coppell Estates LOCATION: Coppell UOB #; 95-44' DAT~: 11-3-95 DAY: Friday CLIENT: WPC-Bethal Development Corp. ~ONTRAC~OR: $i%e Concrete SPECIFICATIONS 28 DAY STRENGTK: 4000 psi CEMENT CONT~: 6.0 sacks ADMIXTURES: A,E.A. (ASTM C260 - 74) ~LU~: 3.0" CO~SE AGGREGATE: 1.5"-~4 Crushed Stone;. Pioneer FINE AGgREGaTE: f4-200 Natural Sand; Pioneer S.S.D. TOTALS (ONE CUBIQ Y~D BATCH) WEIGHTS ~80LUTE ~TERIAL8 S~ I CU YD VOLUME PORTL~ CEHEN~ (Holn~) TYg~ I (~STH C150) 3,15 564 2.869 ~LY ASH (ASTM CO,SE 1,5" - ~4 CRUSHED STONE 2.66 1883 11,345 ~4 - 200 NAT%~ S~D 2.~4 1~46 7,563 WATER !- 00 242 (29 gal) 3. 873 A. E.A. 5.0% W,R. -0- TOTALS 3935 97. 000 AGGREGATE PERCENTAGE: 60% Coarse 40% Pine WATER/CEME~ ~TIO: 0.429 4.8 Gal/Sack UNIT. WEIGHT (llb/cf): 145.7 ResDectfully submitted, William Zeeh Civil Engineer PROJECT: Old Coppeii ~states LOCATION: Coppeil JOB ,~: 95-44 DATE: I1-'~-95 DAY: Friday CLIENT: ~q~C-Bethal Development Corp. CONTRACTOR: site Concrete --~. -~. =:_.- _ ~ - .... . .._ '~. .. ~ - .-- ,, -- SPECIFICATIONS 28 DAY STRENGTH: 3000 psi C~ENT CONTENT: 5.0 sacks ADMIXTURES: A.E.A. (ASTM C260 - 74) SLOMP: 3.0" +/- 1" COARSE AGGREGATE: 1.5"-~4 Crushed Stone; Pioneer FII~E AG~BKGATE: .~%-200 Nutural Sand; Pioneer ' S.S.D. TOT~S (ONE C~IC Y~ BATCH) WEIGHTS A~SOLUTE PORT~ C~NT FLY ASH (ASTM C61~) -0- CO~SE 1.5" -- ~4 CRUSHED STONE 2.66 1997 12.032 FINE AGGREGATE ~4 - 200 ~TU~ S~D 2.64 1322 8.022 WATER 1.00 200 (24 gal) 3.205 A.E.A. 5.0% 5.5oZ 1.3S0 W.R. -0- TOT~S 3989 27 . O00 ~ __.-- ._._ -_ .. _ '_ ~. '_.-._ _ __ --- ~ . AGGREGATE PERC~TAGE: 60~ Coarse 40% Fine WATE~/~E~NT ~TI0: O. 426 4.8 ~ai/Sack Respectfully submitted, William Zeeh Civil Engineer ~EO,, CO~':~ULTING ENGINEERS IN~ ~1~ £nvironments[ Assess~nts ~* Soits & Fou~ations Construction Hateriats Testing "ExcelLence by ~rience" C~rcia[ & l~ustriat lns~ction PO Box ~25~8 · South[ake, Texas 760~2 · (817) 32~-0281 FIELD COMPACTION REPORT PROJECT: Old Coppell Estates LOCATION: Coppell JOB #: 95-1479 DATE: 11-03-95 DAY: Friday TIME: ll:00am CLIENT: WPC-Bethel Dev Corp CONTRACTOR: Site Concrete c/o Wilbow Corporation WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Drain Ditch: 1. @ Lot 18 1st Lift 1 18.7 99.7 96.3 2. @ Lot 18 2nd Lift 1 17.9 101.3 97.8 Hearthstone Ln (east): 3. @ Station 0+50 FG 4 17.3 105.8 96.9 4. @ Station 3+50 FG 4 18.2 106.1 97.2 Hearthstone Ln (north): 5. @ Station 1+00 FG 4 16.3 108.1 99.0 6. @ Station 4+00 FG 4 15.9 106.8 97.8 Hearthstone Ln (west): 7. @ Station 0+50 FG 5 18.3 104.9 97.0 8. @ Station 3+50 FG 5 19.9 105.8 97.8 Hunterwood Ct: 9. @ Station 1+00 FG 5 17.8 107.3 99.2 REMARKS: All tests passed. Minimum Compaction Required: 95% FG = Final Grade PROCTORS: 1. Brn & Tn Sandy Clay 103.5 PCF @ 16.0% MOISTURE 4. CT Reddish Brn Clayey Sand 109.1 PCF @ 15.2% MOISTURE 5. CT Dk Brn Clayey Sand 108.1 PCF @ 16.4% MOISTURE Jeff Holden Technician ~'~!~1~e ~nvironmenta[ Assessments ~. Soils & Fo~ations Construction Materlats Testing "ExcetiencebyEx~rience" C~mercia[ & l~ustria[ Ins~ction PO Box 92548 · Southtake, Texas 76092 · (817) 329-0281 MOIBTURE - DENSITY RELATION8 PROJECT: Old Coppell Estates LOCATION: Coppell JOB #: 95-1479 DATE: 11-03-95 DAY: Friday WPC-Bethel Dev Corp CLIENT: c/o Wilbow Corporation CONTRACTOR: Site Concrete M~TERI~L TYPE: __Cement Treated Dark Brown Clayey S_a__nd 110 ~ 10~ 100 -- -- 12 14 16 18 20 22 24 WA'rKR CONTENT, PERCENT TYPE OF TEST: REBULTB: XX Btandard Proctor Maximum Dry Density 108.1 POF Modifie& Proctor Optimum Moisture Content 16.4 % Other: PROCTOR # 5 ~[~r~]~e Envi ronn~ntat Assessments X~. Soits & Foundations Construction Haterial, s Testing "Excellence by Experience" Comn~rcia[ & lndustl'ia[ Inspection PO Box 92548 · Southtake, lexas 76092 · (817) ]29-0281 MOIBTURE - DENBITY RELATIONB PROJECT: 01d Coppell Estates LOCATION: Coppell JOB #: 95-1479 DATE: 11-03-95 DAY: Friday WPC-Bethel Dev Corp CLIENT: c/o Wilbow Corporation CONTRACTOR: Site Concrete ~TERIAL TYPE: Cement Treated Reddish Brown Clayey Sand 112 104 __ -- 102 11 13 15 17 19 21 23 WATgR CON'I'~NT, TYPE OF TEBT: REBULTB: XX 8tandard Proctor Maximum Dry Density 1Dq~L .... PCF Modifie~ Proctor Optimum Moisture Content ~.2 % Other: PROCTOR # 4