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Northlake WE P10B-LR 940604
FIELD COMPACTION REPORT PROJECT: Northlake Woodlands #10, Phase B LOCATION: Coppe11 JOB #: 94-1104 DATE: 06-04-94 DAY: Saturday TIME: 10-12am CLIENT: Fircon Venture LTD CONTRACTOR: S & S Utilities c/o Tipton Engineering WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line A, 8" Sanitary Sewer: 1. @ Station 6+00 2nd Lift i 19.3 104.1 97.4 2. @ Station 6+00 5th Lift i 20.2 103.6 97.0 3. @ Station 9+00 4th Lift i 20.1 102.9 96.3 4. @ Station 12+00 6th Lift 1 18.7 104.1 97.4 5. @ Station 15+00 2nd Lift 2 27.3 94.1 96.4 Line F, 8" Sanitary Sewer: 6. @ Station 2+00 3rd Lift 2 26.2 94.9 97.2 Line C, 8" Sanitary Sewer: 7. @ Station 1+00 4th Lift 2 27.2 95.1 97.4 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown Silty Clay 106.8 PCF @ 17.3% MOISTURE 2. Tan & Brown Clayey Sand 97.6 PCF @ 25.1% MOISTURE Jeff Holden Technician