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Northlake WE P10B-LR 940722
FIELD COMP&C'TXON REPORT PROJECT: Northlake Woodlands.S10, Phase B LOC&TION: Coppe11 JOB #: 94-1104 DATE: 07-22-94 DAY: Friday TIME: l:30pm CLIENT: Fircon Venture LTD CONTRACTOR: S & S Utilities c/o Tipton Engineering N~TBR DRY PER- TBHT PROCTOR CONT. DEN CENT NO. LOOATIONAND LIFT NUMB~ (%) (PCF) COMP Line C, 33jj Storm Sewer: 1. @ Station 1+00 2nd Lift 2 28.4 95.4 97.7 Line C, 24" Storm Sewer: 2. @ Station 4+00 2nd Lift 2 27.3 94.2 96.5 3. @ Station 7+00 2nd Lift 2 28.2 95.9 98.2 Line D, 21" Storm Sewer: 4. @ Station 1+00 2nd Lift i 19.4 104.2 97.5 Sanitary Sewer Service: 5. @ Block 12, Lot 15 3rd Lift 2 27.3 94.1 96.4 6. @ Block 12, Lot 12 3rd Lift i 18.5 103.4 96.8 7. @ Block 12, Lot 6 3rd Lift i 20.2 102.9 96.3 Water Service: 8. @ Block 12, Lot 15 2nd Lift I 18.5 103.4 96.8 9. @ Block 12, Lot 12 2nd Lift 1 20.1 102.5 95.9 10. @ Block 12, Lot 6 2nd Lift i 19.9 104.8 98.1 RBIO. R~B: 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