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Villages of CC 6-LR 950112 (2)
"Excettence by Experience" PO Box 92548 ~ Southiake, Texas 76092 CON. TING ENGINEERS IN: ¢i ronmenta[ Assessments Soils & Foundations Construction #atertaLs Testing Commercial & Industriat Inspection (817) 129-0281 ~ ~ FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 01-12-95 DAY: Thursday CLIENT: Jim Sowell Construction Comp TEST NO. LOCATION AND LIFT LOCATION: Coppell TIME: 12:30pm CONTRACTOR: Site Concrete WATER DRY PER- PROCTOR CONT. DEN CENT N~BER (%) (PCF) COMP Block A: 1. @ Lot 20 2. @ Lot 21 3. @ Lot 22 4. @ Lot 23 5. @ Lot 24 6. @ Lot 25 7. @ Lot 26 8. @ Lot 27 9. @ Lot 28 10. @ Lot 29 11. @ Lot 1 12. @ Lot 3 13. @ Lot 5 14. @ Lot 7 15. @ Lot 9 16. @ Lot 11 17. @ Lot 13 18. @ Lot 15 19. @ Lot 17 20. @ Lot 19 2nd Lift 3 1st Lift 3 2nd Lift 3 Ist Lift 3 2nd Lift 3 !st Lift 3 2nd Lift 2 1st Lift 2 2nd Lift 2 1st Lift 3 1st Lift 2 1st Lift 2 1st Lift 2 1st Lift 1 1st Lift 1 1st Lift 1 1st Lift 1 1st Lift 2 1st Lift 3 1st Lift i 16.8 103.5 97.8 16.5 102.6 96.9 17.4 102.8 97.1 18.6 101.4 95.8 18.4 102.1 96.5 17.8 103.3 97.6 12.0 105.6 98.5 11.6 105.1 98.1 10.5 104.9 97.9 16.3 104.1 98.3 10.4 104.4 97.4 11.6 105.1 98.1 11.2 104.2 97.2 19.4 101.3 96.8 19.1 100.8 96.3 17.2 102.1 97.6 17.4 102.3 97.8 10.8 104.7 97.7 17.7 103.6 97.9 16.8 102.8 98.2 REMARKS: All tests passed. Minimum Compaction Required: PROCTORB: 1. Brown & Tan Sandy Clay 2. Tan & Brown Fine Silty Sand 3. Dark Brown Sandy Clay 95% * 104.6 PCF @ 17.6% MOISTURE 107.1 PCF @ 10.0% MOISTURE 105.8 PCF @ 17.0% MOISTURE Patrick Corbett Technician