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Villages of CC 6-LR 950515
GBO- "ExceLLence by Exper 'i ence" PO Box 925&8 · Southt~ke, Texas 76092 · CO~LT'rNG ENGINEERS IN: EnvJ ronmenta I Assessments SoiLs & Foundations Construction HaterJa~s Tes~Jng Coe~ercJa~ & ~ndus~rJaL Inspection ¢817) ~29-0281 CF~ENT SUBGRADE GR/tDAT'rON REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-15-95 DAY: Monday TIME: 11:00am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc ~ % Pit, SING % PA~SING % PASSING LOCATION 1" SIEVE 1/2" SIEVE #4 SIEVE Pedimore: 1. @ Station 1+50 100.0% 78.0% 50.4% Hampton: 2. @ Station 0+50 3. @ Station 3+50 100.0% 84.8% 61.3% 100.0% 86.1% 62.0% BPECZFZCATIONB: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing ~4 Sieve REMARKS: Minimum of 4 tests per trip. Jeff Holden Technician "Excel Lence by Experience" PO Box 925~8 gouth~eke, Texas 76092 CO"~JLTZNG ENGZNEER8 ZNx EnvironmentaL Assessments Soils & Foundations Construction HaterJe[s Testing Co~merc;e[ & IndustrJa( Inspection (817) 329-0281 CEHENT SUBGRADE GRAD&TZON REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-15-95 DAY: Monday TIME: 2:00pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc mmmmmm! ! ! mmm mmmmmm! ! m mmmemm! m mmmmmmm ! mmmmmm m ememmmmmmm mm mm m ! mmmmm! LOCATION Greywood Ct: 1. @ Station 1+00 2. @ Station 4+00 3. @ Station 7+00 4. @ Station 10+00 5. @ Station 13+00 % PABBING % PABBZNG % PABBING 1" SIEVE 1/2" SIEVE #4 BZEVE 100.0% 80.3% 58.1% 100.0% 79.2% 55.9% 100.0% 82.5% 59.3% 100.0% 75.8% 61.9% 100.0% 80.9% 64.7% Buttonwood Dr: 6. @ Station 1+50 100.0% 76.2% 53.4% Fairlands Cir: 7. @ Station 2+00 100.0% 83.5% 57.0% SPECIFZCATZON8: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing ~4 Sieve REMARKS: Densities taken at same time. Jeff Holden Technician "ExceLLence by Experience,, PO Box 92~8 · South~eke, Texas FXELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppe11 JOB #: 94-1200 DATE: 05-15-95 DAY: Monday TIME: 2:30pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCA~IONAND LIFT NUMBER (%) (PCF) COMP Pedimore: 1. @ Station 1+50 FG 4 22.7 97.3 98.9 Hampton: 2. @ Station 0+50 3. @ Station 3+50 Greywood Ct: 4. @ Station 1+00 5. @ Station 4+00 6. @ Station 7+00 7. @ Station 10+00 8. @ Station 13+00 Buttonwood Ct: 9. @ Station 1+50 Fairlands Cir: 10. @ Station 2+00 FG 4 23.5 94.5 96.1 FG 6 20.6 101.5 97.4 FG 7 18.1 109.5 97.0 FG 7 17.3 107.9 95.6 FG 7 17.9 109.2 96.8 FG 7 16.4 111.4 98.7 FG 7 17.9 108.9 96.5 FG 7 17.3 111.2 98.5 FG 7 15.9 109.5 97.0 RF.NARK8: All tests passed. Minimum Compaction Required: FG = Final Grade 95% PROCTORS: 4. Cement Trtd Brn & Tn Sandy Clay 6. Cement Trtd Dk Brn Sandy Clay 7. Cement Trtd Reddish Brn Clayey Sand 98.3 PCF @ 21.8% MOISTURE 104.2 PCF @ 19.2% MOISTURE 112.8 PCF @ 15.5% MOISTURE Jeff Holden Technician