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Villages of CC 6-LR 950331
"ExceLLence by Experience" PO Box 92548 · Southiake, Texas 76092 CON.~ULTING ENG'rNEERS INs .nvi ronmentat Assessaents Soils & Foundations Construction Materials Testing Comeerctai & %ndustria[ Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 03-31-95 DAY: Friday TIME: l:00pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Legend WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Sanitary Sewer Service, Block D: 1. @ Lot 24 2. @ Lot 24 3. @ Lots 22/23 4. @ Lots 22/23 5. @ Lots 22/23 6. @ Lot 21 7. @ Lot 21 8. @ Lot 19 9. @ Lot 19 10. @ Lot 19 11. @ Lot 16 12. @ Lot 16 13. @ Lot 16 14. @ Lot 12 15. @ Lot 12 16. @ Lot 12 3rd Lift 2nd Lift 3rd Lift 2nd Lift 1st Lift 3rd Lift 1st Lift 3rd Lift 2nd Lift 1st Lift 3rd Lift 2nd Lift 1st Lift 3rd Lift 2nd Lift 1st Lift i 18.3 104.0 99.4 i 17.9 103.9 99.3 I 18.2 99.3 95.0 i 19.9 99.9 95.5 i 19.4 100.8 96.4 i 17.8 101.5 97.0 i 17.9 102.6 98.1 i 20.4 104.1 99.5 i 20.9 103.2 98.7 i 19.6 102.6 98.1 1 27.9 100.1 95.7 1 26.5 104.3 99.7 1 24.8 102.1 97.6 i 18.7 103.1 98.6 i 19.1 102.8 98.3 i 18.2 101.6 97.1 Sanitary Sewer Service, Block E: 17. @ Lot 20 18. @ Lot 20 19. @ Lot 20 20. @ Lot 18 21. @ Lot 18 22. @ Lot 18 23. @ Lot 14 24. @ Lot 14 25. @ Lot 14 3rd Lift 2nd Lift 1st Lift 3rd Lift 2nd Lift 1st Lift 3rd Lift 2nd Lift 1st Lift I 17.5 100.8 96.4 i 18.4 101.5 97.0 i 18.9 99.8 95.4 i 17.9 103.2 98.7 i 21.6 103.9 99.3 i 21.4 103.2 98.7 1 20.9 101.2 96.7 1 20.1 100.9 96.5 1 21.4 100.6 96.2 (continued on next page) PAGE 2 JOB ~: 94-1200 DATE: 03-31-95 WATER DRY PER- TEBT PRO~TOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP 8" Sanitary Sewer, Block D: 26. @ Lot 24 27. @ Lot 24 28. @ Lot 24 29. @ Lot 23 30. @ Lot 23 31. @ Lot 23 32. @ Lot 21 33. @ Lot 21 34. @ Lot 21 35. @ Lot 17 36. @ Lot 17 37. @ Lot 17 3rd Lift 1 17.8 102.6 98.1 2nd Lift 1 18.5 103.1 98.6 1st Lift 1 17.9 102.1 97.6 3rd Lift 1 19.3 99.8 95.4 2nd Lift 1 18.4 102.8 98.3 1st Lift i 19.4 101.6 97.1 3rd Lift I 19.0 101.8 97.3 2nd Lift i 19.4 104.1 99.5 1st Lift 1 19.0 103.6 99.0 3rd Lift i 26.9 100.0 95.6 2nd Lift i 28.4 100.1 95.7 1st Lift 1 27.3 101.2 96.7 8" Sanitary Sewer, Block E: 38. @ Lot 16 39. @ Lot 16 40. @ Lot 16 3rd Lift 1 18.2 103.5 98.9 2nd Lift 1 18.0 103.6 99.0 1st Lift 1 18.9 102.6 98.1 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown & Tan Sandy Clay 104.6 PCF @ 17.6% MOISTURE Chris Quentin Technician