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Villages of CC P5-LR 970106
Q~O-- ~- C(~'4qULTIN~ ENGINEERS ~N= T~l)r~e Environmentat Assessments X~, Soils & Foundations Construction Materiats Testing "Exce[tencebyExperience" Comne~cia[ & Industrial Inspection PO Box 92548 · Southtake, Texas ?6092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 01-06-97 DAY: Monday TIME: l:00pm CLIENT: Grand Land 96, LP CONTRACTOR: Site Concrete WATER DRY PER- YSST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line A, 8" Sanitary Sewer: 1. @ Station 1+00 1st Lift 2 18.6 109.3 98.2 2. @ Station 1+00 3rd Lift 2 19.2 110.6 99.4 3. @ Station 4+00 2nd Lift 2 17.9 106.8 96.0 4. @ Station 4+00 FG 2 20.2 107.2 96.3 Line C, 8" Sanitary Sewgr: 5. @ Station 3+00 1st Lift 2 19.8 108.4 97.4 6. @ Station 3+00 3rd Lift 2 19.7 108.1 97.1 7. @ Station 6+00 2nd Lift 4 23.6 96.9 95.3 8. @ Station 6+00 FG 4 22.9 97.3 95.6 Line D, 8" Sanitary Sewer: 9. @ Station 2+00 1st Lift 4 24.7 99.4 97.7 10. @ Station 2+00 3rd Lift 4 23.3 98.8 97.1 11. @ Station 2+00 FG 4 24.1 99.7 98.0 12. @ Station 5+00 2nd Lift 4 23.6 99.9 98.2 13. @ Station 5+00 FG 4 24.7 100.3 98.6 REMARKS'. Ail tests passed. Minimum Compaction Required: 95% FG = Final Grade PROCTORS: 1. Reddish B~n 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