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Villages of CC P5-LR 961009 ~0- ~' ¢O~[ULTI~G E~GINEER8 IN: T~r~e nvironmenta[ Assessments ~. Soils & Foundations Construction Hateria[s Testing "ExcetLencebyExperience" Commercial & Industrial Inspection PO Box 92548 · Southtake, Texas 75092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 10-09-96 DAY: Wednesday TIME: 12:45pm CLIENT: Grand Land 96, LP CONTRACTOR: Site Concrete c/o Grand Homes, Inc WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Block B: 1. @ Lot 1 2nd Lift 1 13.6 108.3 96.4 2. @ Lot 2 3rd Lift 1 14.6 109.5 97.4 3. @ Lot 3 2nd Lift 1 13.5 106.8 95.0 4. @ Lot 5 2nd Lift 1 14.3 108.9 96.9 5. @ Lot 7 2nd Lift 1 12.9 109.3 97.2 6. @ Lot 9 2nd Lift 1 12.5 106.8 95.0 7. @ Lot 11 2nd Lift 1 12.3 108.7 96.7 8. @ Lot 13 2nd Lift 1 12.6 109.9 97.8 Block C: 9. @ Lot 1 FG 1 14.5 106.9 95.1 Block A: 10. @ Lot 2 FG 1 13.3 106.9 95.1 11. @ Lot 3 2nd Lift 1 14.7 107.3 95.5 12. @ Lot 4 FG I 12.6 108.4 96.4 13. @ Lot 5 2nd Lift 1 14.3 107.1 95.3 14. @ Lot 6 FG 1 13.7 106.8 95.0 15. @ Lot 7 2nd Lift 1 14.3 106.8 95.0 16. @ Lot 8 FG 1 12.6 108.6 96.6 17. @ Lot 9 2nd Lift 1 12.3 108.8 96.8 18. @ Lot 10 2nd Lift 1 13.3 109.0 97.0 19. @ Lot 10 FG 1 12.8 108.3 96.4 20. @ Lot 11 2nd Lift 1 12.1 109.2 97.2 21. @ Lot 12 FG 1 14.3 106.8 95.0 22. @ Lot 13 1st Lift 1 13.7 106.9 95.1 23. @ Lot 14 FG i 14.9 107.1 95.3 24. @ Lot 15 1st Lift 1 12.0 108.3 96.4 25. @ Lot 16 FG 1 12.3 107.0 95.2 26. @ Lot 17 FG i 12.6 108.3 96.4 (continued on next page) Page 2 Job #: 96-1779 Date: 10-09-96 RBMARKB: Ail 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 Chris Quentin Technician