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Northlake WE P10B-LR 940408
FIELD COMPACTION REPORT. PROJECT: Northlake Woodlands #10, Phase B LOCATION: Coppell JOB #: 94-1104 DATE: 04-08-94 DAY: Friday TIME: 3:30pm CLIENT: Fircon Venture LTD CONTRACTOR: Site Concrete c/o Tipton Engineering WATER DRY PER- TEST PROGTOR ~ONT. DEN CENT NO. LOCATZON I~NDLXPT NUMBER (%) (PCF) COMP Block E: 1. @ Lot 2 3rd Lift i 17.8 105.0 98.3 2. @ Lot 4 3rd Lift I 18.2 103.4 96.8 3. @ Lot i FG 2 26.2 94.8 97.1 4. @ Lot 3 FG I 19.3 102.9 96.3 Block C: 5. @ Lot 6 1st Lift i 18.6 103.8 97.1 6. @ Lot 8 1st Lift i 19.0 104.2 97.5 7. @ Lot 10 1st Lift 2 25.9 96.2 98.5 8. @ Lot 12 1st Lift 2 26.2 95.3 97.6 9. @ Lot 7 2nd Lift i 18.4 103.7 97.0 10. @ Lot 9 2nd Lift i 17.9 106.0 99.2 11. @ Lot 11 3rd Lift I 19.8 103.6 97.0 12. @ Lot 28 1st Lift I 18.6 105.2 98.5 13. @ Lot 26 1st Lift i 17.9 106.0 99.2 14. @ Lot 24 1st Lift i 19.2 105.8 99.0 15. @ Lot 22 1st Lift i 20.4 103.0 96.4 Block B: 16. @ Lot 17 FG i 19.2 105.0 98.3 17. @ Lot 19 FG 2 27.6 94.1 96.4 18. @ Lot 21 FG 2 26.8 95.3 97.6 REMARKS: All tests passed. Minimum Compaction Required: 95% FG = Final Grade 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