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Villages of CC 6-LR 950131
"Excel Lance by Experience" PO Box 92548 · South[eke, Texss 76092 CON~,,T/NG ENGZNEERB IN: ¢Jromenta[ Assessments Soils & Foundations Construction Naterle[s Testing Coamercisl &Industrta[ Inspection (817) 329-0281 FIELD COHPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB $: 94-1200 DATE: 01-31-95 DAY: Tuesday TIME: 10:00am CLIENT: Jim Sowell Construction Comp CONTRACTOR: site Concrete WATER DRY PER- TEBT PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Block C: 1. @ Lot 9 1st Lift 3 19.1 103.6 97.9 2. @ Lot 11 1st Lift 3 18.6 103.3 97.6 3. @ Lot 13 1st Lift 3 19.0 102.8 97.1 4. @ Lot 15 1st Lift 3 17.4 104.4 98.6 5. @ Lot 17 1st Lift 3 17.7 103.7 98.0 6. @ Lot 19 1st Lift 3 17.8 103.4 97.7 7. @ Lot 21 1st Lift 3 18.1 104.4 98.6 8. @ Lot 23 1st Lift 3 19.2 102.9 97.2 9. @ Lot 25 1st Lift 3 18.8 102.7 97.0 10. @ Lot 27 1st Lift 3 18.4 101.9 96.3 11. @ Lot 29 1st Lift 3 18.0 101.4 95.8 12. @ Lot 30 1st Lift 3 19.3 101.7 96.1 13. @ Lot 28 1st Lift 3 17.7 103.1 97.4 14. @ Lot 26 1st Lift 3 17.9 102.9 97.2 15. @ Lot 24 1st Lift 3 18.4 104.2 98.4 16. @ Lot 22 1st Lift 3 17.9 103.4 97.7 17. @ Lot 20 1st Lift 3 18.8 102.6 96.9 18. @ Lot 18 1st Lift 3 19.4 102%1 96.5 19. @ Lot 16 1st Lift 3 19.0 103.0 97.3 20. @ Lot 14 1st Lift 3 18.6 104.1 98.3 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 3. Dark Brown Sandy Clay 105.8 PCF @ 17.0% MOISTURE Patrick Corbett Technician GBO- ,,Excellence by F. xperience" PO Box 925~8 · SouthLake, Texss 76092 CON.TING ENGINEERS IN: ,vironmentaL Assessments Soils & Foundations Construction Hs~eris[s Testing Com~erciat & Industrial [nspection (817) $29-0281 FIELD COMP~,CTZON REPORT PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 01-31-95 DAY: Tuesday CLIENT: Jim Sowell Constructi°D. Comp TEST NO.' LOCATION~ND LIFT,' LOCATION: Coppell TIME: 9:00am CONTRACTOR: Legend WATER DRY PER- PROCTOR CONT. DEN CENT NUMBER (%) (PCF) COMP Line J, 8" Sanitary Sewer: 2. 3. 4. e 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. @ Station 1+50 @ Station 1+50 @ Station 1+50 @ Station 3+00 @ Station 3+00 @ Station 3+00 @ Station 6+00 @ Station 6+00 @ Station 8+50 @ Station 8+50 @ Station 11+00 @ Station 11+00 @ Station 11+00 @ Station 13+00 @ Station 13+00 1 ' below 1 3 ' below 1 5 ' below 1 2 ' below 1 4 ' below 1 6 ' below 1 1 ' below 1 3 ' below 1 2 ' below 1 4 ' below 1 1 ' below 1 3 ' below 1 5 ' below 1 2 ' below 1 4 ' below 1 16.8 102.4 97.8 18.3 101.6 97.1 18.3 100.2 95.7 16.6 101.8 97.3 19.4 102.0 97.5 19.8 101.6 97.1 18.4 100.8 96.3 17.8 101.7 97.2 17.6 102.4 97.8 17.7 102.1 97.6 19.1 100.8 96.3 18.8 101.4 96.9 17.7 101.1 96.6 18.6 102.7 98.1 18.1 100.2 95.7 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown & Tan Sandy Clay 104.6 PCF @ 17.6% MOISTURE Patrick Corbett Technician