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Villages of CC 6-LR 950513QBO- -Excel. tence by Exper;ence- PO Sox 925&8 · Southl~ke, Texas 76092 · CO"-~:JLTZNG ENGINEERS ZN: Envi roneental Assessments SoiLs & Foundations Construction MateriaLs Testing Commercial & Industrial Inspection (817) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT: Villages at Cottonwood Creek LOCATION** Coppell JOB #: 94-1200 DATE: 05-13-95 DAY: Saturday CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc MATERTAL TYPE: Cement Treated Brown & Tan Sandy Clay 99 95 93 91 89 15 TX~E OF TBBT~ 17 8t&nd&Fd Proctor Other: 19 21 23 25 27 WATER CONTENT, PERCENT RESULTS ~ Maximum Dry Density 98.3 Optimum Moisture Content PROCTOR # 4 PCF 21.8 "E.¢~t tarta ~ PO Box 925A8 · SouthLake, Texae 7609~ · CO1 ~LTINO ENGZNEERg IN: Env! ronmentat Aeeeosmeflt8 Soits & Foundations Construction MateriaLs Testing Con~nerciaL & Industrial Inspection (817) $29-0281 MOIBTURE - DENBXTY RELATIONB PROJECT.' Villages at Cottonwood Creek LOCATION: Cop]~ell JOE #: 94-1200 DATE: 05-13-95 DAY: Saturday CLIENT: Jim Sowell Construction Comp CONTEACTOR: Glenn Thurman, Inc M~TERIAL TYPE: Cement Treated Tan & Brown Fine Silty Sand 109 107 105 103 101 99 12 14 16 18 20 22 24 TYPE OF TEBT: WATEI:I CONTENT, PERCENT REBULTS: xx Bt&nd&rd Proctor Maximum Dry Donsit]~ 106.5 PCF Modified Proctor Optimum Moisture Content 18.0 Other: PROCTOR # 5 ""ExceLLence by Experience*, PO Box 9~548 * Southtake, Texas 76092 Envtronn~ntaL Assessn~ts SoiLs & Foundations Construction #ateriaJs Testing Commercla[ & Industrial Inspection (817) 329-0281 HOZSTURE - DENBZTY RELATZONB Villages at Cottonwood Creek PROJECT: JOB #: 94-1200 DATE: 05-13-95 CLTENT: Jim Sowell Construction Comp CONTI~CTOR: 14~TERZ{kL TYPE: Cement Treated Dark Brown Sandy Clay LOCATZON= Coppell DAY: Saturday Glenn Thurman, Inc 106 104 102 100 98 13 15 17 19 21 23 25 WATER CONTEN[ PERCENT TYPE OF TEBT= RBBULTB~ xx et&nd&rd Proctor Hodified'Prootor Other: PROCTOR # 6 Maximum Dry Donettyl0~.2 PCF oPttmum Xoisture Content 19.2 'E~ceLLence by Experteflce,, PO Box 9~548 · SouthJske, Texas 76092 · COl ~LTING ENGINEERS INs Environmental Assessments SoiLs & Foundations Construction HatertaLs Testing Commercial & Industrial Inspection (817) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT: Villages at Cottonwood Creek LOCATION-' Coppell JOB #: 94-1200 DATE: 05-13-95 DAY: Saturday CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc NATERIAL TYPE: Cement Treated Reddish Brown Clayey Sand ZZZ/ .............. ytL___ZZ2 .... \ 113 10~ 10 TYPE OF TBST: XX lO lZ 14 16 18 20 22 WATER CONTENT, PERCENT Standard Prostor XodiEied Prostor Other: REBULTS~ llaxhumDry Donsityll2.8 PCF OptimuuXoisture Content i5.5 ~ PROCTOR # 7 ,,ExceL tence by Experience" PO Box 925&8 · SouthLske, Texas 76092 CO~'"ULTING ENGINEERS IN: Environmenta[ Assessments Soils & Foundations Construction 14ateria[s Testing Commercial & Industrial Inspection (817) ]29-0281 CEMENT BUBGRADE GI~ADATION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-13-95 DAY: Saturday TIME: 9am-llam CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc LOCATION PASSING % PASSING % PASSING 1" SIEVE 1/2" SIEVE #4 SIEVE Clifford Ct: 1. @ Station 2+00 100.0% 73% 52% Griffin Ct: 2. @ Station 15+00 100.0% 75% 61% SPECIFICATIONS: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing $4 Sieve REMARKS: Minimum of 4 tests per trip. Chris Quentin Technician ,,ExceLLence by Exper'i ~e~ce" PO Box 92548 · Southiake, Texas 76092 CQM4~ULTXNG ENGXNEERS XN: Envi ronmenteL Assessments SoiLs & Foundations Construction #eterta[s Testing Commercial & Industrial Inspection ¢817) 329-0281 CEHENT SUBGI~J~DE GI~,DATXON REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-13-95 DAY: Saturday TIME: 11:30am-1:30pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc i % P~SXNG LOCATION 1" 8XEVE Griffin Dr: 1. @ Station 2+00 2. @ Station 5+00 3. @ Station 9+00 4. @ Station 12+00 % PASSING % PASSING 1/2" SIEVE $4 SIEVE 100.0% 81.4% 63.8% 100.0% 86.7% 67.4% 100.0% 83.8% 66.7% 100.0% 84.4% 64.3% SPECXFXCATIONS; 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing 94 Sieve Patrick Corbett Technician "ExceLlence by Experience" PO Box 925&8 · South[aka, Texas 76092 COF'-'ULTING ENGINEER8 IN: ~nvi ronmentsl Assessments SoiLs & Foundations Construction MateriaLs Testing Commercial & Industrial Inspection (817) :529-0281 CF~ENT SUBGI~,DE GIUtDATION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-13-95 DAY: Saturday TIME: 2pm-4pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc LOCATION 1" SIEVE 1/2" SIEVE ~4 SIEVE Pedimore Dr: 1. @ Station 3+50 2. @ Station 6+50 3. @ Station 9+50 100.0% 82.7% 67.7% 100.0% 82.8% 63.6% 100.0% 78.6% 62.8% SPECIFICATIONS: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing $4 Sieve REMARKS: No minimum of 4 tests per trip; densities at same time. Patrick Corbett Technician "Excei Le~ce by Experience" PO Oox 92548 · $outhLske, Texas 76092 · CO/~LTING ENGINEERS Environmental Aaaesseents Soits & Foundations Construction #ateriats Testing Co~merc~at & ]ndustr$at Inspection (817) 329-0281 FIELD COHPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-13-95 DAY: Saturday TIME: 2:30pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Griffin Dr: 1. @ Station 2+00 2. @ Station 5+00 3. @ Station 9+00 4. @ Station 12+00 Griffin Ct: 5. @ Station 14+00 Clifford Dr: 6. @ Station 2+50 Pedimore Dr: 7. @ Station 3+50 8. @ Station 6+50 9. @ Station 9+40 FG 5 17.6 104.8 98.4 FG 5 18.4 104.7 98.3 FG 5 19.1 103.9 97.5 FG 5 19.7 105.1 98.6 FG 5 18.6 104.8 98.4 FG 4 22.6 96.7 98.3 FG 7 16.8 110.6 98.0 FG 7 16.4 110.3 97.7 FG 7 15.7 109.8 97.3 REMARK8: All tests passed. Minimum Compaction Required: FG = Final Grade 95% PROCTORS: 4. Cement Trtd Brn & Tn Sandy Clay 5. Cement Trtd Tn & Brn Fine Silty Sand 7. Cement Trtd Reddish Brn Clayey Sand 98.3 PCF @ 21.8% MOISTURE 106.5 PCF @ 18.0% MOISTURE 112.8 PCF @ 15.5% MOISTURE Patrick Corbett Technician