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Northlake WE P10B-LR 940629 · ~0- ~ CON--'LTZNG ENGZNEERS T~~ environmental Assessments X[~(~. Soils & Fou~ations Construction Materials Testing "Excellence ~ Ex~rience" C~rcia[ & l~ustria[ lns~ction PO Box 92548 · South[ake, Texas 76092 · (817) ~29-0281 FIELD COMPACTION REPORT PROJECT: Northlake Woodlands ~10, Phase B LOCATION: Coppell JOB #: 94-1104 DATE: 06-29-94 DAY: Wednesday TIME: l:30pm CLIENT: Fircon Venture LTD CONTRACTOR: S & S Utilities c/o Tipton Engineering WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Bethel School Rd, 8" Water Line: 1. @ Block 9, Lot 5 2nd Lift 2 19.6 94.8 97.1 2. @ Block 9, Lot 9 2nd Lift 1 15.8 103.6 97.0 3. @ Block 9, Lot 12 2nd Lift 1 13.9 102.4 95.8 4. @ Block 9, Lot 17 2nd Lift 1 14.7 102.8 96.2 Redwind Dr, 8" Water Line: 5. @ Block 11, Lot 10 2nd Lift 1 13.8 103.7 97.0 6. @ Block 11, Lot 7 2nd Lift 1 15.1 102.5 95.9 7. @ Block 11, Lot 3 2nd Lift 2 20.4 94.1 96.4 Condor Dr, 8" Water Line: 8. @ Block 12, Lot 15 2nd Lift 2 19.2 93.8 96.1 9. @ Block 12, Lot 11 2nd Lift 1 16.8 104.7 98.0 10. @ Block 12, Lot 8 2nd Lift 1 14.4 104.1 97.4 11. @ Block 12, Lot 5 2nd Lift 1 16.4 105.1 98.4 12. @ Block 12, Lot 2 2nd Lift 1 16.1 103.8 97.1 Falcon Ln, 8" Water Line: 13. @ Block 14, Lot 14 3rd Lift 2 21.7 94.9 97.2 14. @ Block 14, Lot 10 3rd Lift 1 18.4 103.2 96.6 Falcon Ct, 8" Water Line: 15. @ Block 13, Lot 24 2nd Lift 1 19.3 104.6 97.9 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown Silty Clay 106.8 PCF @ 17.3% MOISTURE 2. Tan & Brown Clayey Sand 97.6 PCF @ 25.1% MOISTURE Patrick Corbett Technician