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Villages of CC P5-LR 961017
GlO- ~-' CONSULTING ENGINEERS IN: ~?~'~F~e .,~vironmentat Assessments ~IC~, Soi[s& Foundations Construction Materials Testing ,,ExcetLencebyExperience" Conmercia[ & Industrial Inspection PO Box 92548 · SouthLake0 Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 10-17-96 DaY: Thursday TIME: 2:30pm CLIENT: Grand Land 96, LP CONTRACTOR: Site Concrete c/o Grand Homes, Inc MATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOC~TION It.ND LIFT NUHBER (%) (PCF) CO~P Block A: 1. @ Lot 27 1st Lift 1 13.5 111.7 99.3 2. @ Lot 28 2nd Lift 1 12.8 109.7 97.5 3. @ Lot 29 1st Lift 3 19.7 102.7 98.3 4. @ Lot 27 4th Lift 4 25.2 98.5 96.8 5. @ Lot 28 3rd Lift 1 13.1 109.8 97.6 6. @ Lot 29 4th Lift 4 23.5 101.0 99.3 Block C: 7. @ Lot 5 FG 3 20.1 100.7 96.4 8. @ Lot 3 FG 4 24.1 100.8 99.1 9. @ Lot 1 FG 4 25.0 97.9 96.2 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 Jeff Holden Technician