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Villages of CC P5-LR 970121
FIELD COMPACTION REPORT PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 01-21-97 DAY: Tuesday TIME: l:00pm CLIENT: Grand Land 96, LP CONTRACTOR: Site Concrete WATER D~Y PE~- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line B, 36" Storm Sewer: 1. @ Station 6+00 1st Lift 2 18.7 107.6 96.7 2. @ Station 6+00 FG 2 17.9 106.2 95.4 3. @ Station 3+00 1st Lift 2 19.2 108.1 97.1 4. @ Station 3+00 FG 2 18.9 106.3 95.5 Line C, 21" Storm Sewer: 5. @ Station 1+00 1st Lift 3 19.6 109.3 99.9 6. @ Station 1+00 FG 3 19.8 104.0 99.6 REMARKS: All tests passed. Minimum Compaction Required: 95% FG = Final Grade PROCTORS: 1. Reddish Brn Sandy Clay 112.4 PCF @ 11.6% MOISTURE 2. Brn Clayey Sand 111.3 PCF @ 17.2% MOISTURE 3. Dk Brn Silty Sandy Clay 104.4 PCF @ 18.2% MOISTURE 4. Reddish Brn Silty Sandy Clay 101.7 PCF @ 22.8% MOISTURE Chris Quentin Technician