Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Northlake WE P10B-LR 940829
FIELD COMPACTION REPORT PROJECT: Northlake Woodlands 210, Phase B LO~ATION: Coppell JOB ~: 94-1104 DATE: 08-29-94 DAY: Monday TIME: 12:45pm CLIENT: Fircon Venture LTD CONTRACTOR: Site Concrete c/o Tipton Engineering WATER DRY PBR- TEBT PROCTOR CONT. DEN CENT NO. LO~ATXONAMD LIFT NUMBER (%) (PCF) COMP Alley D: 1. @ Station 0+50 FG 4 18.7 100.3 96.6 2. @ Station 9+50 FG 4 19.1 99.2 95.5 Alley H: 3. @ Station 0+50 FG 4 18.4 100.9 97.2 Alley E: 4. @ Station 2+00 FG § 14.9 104.2 95.8 Alley F: 5. @ Station 0+75 FG 5 15.5 105.0 96.5 Alley C: 6. @ Station 8+50 FG § 15.0 106.1 97.6 7. @ Station 3+00 FG 5 15.6 104.0 95.6 Alley B: 8. @ Station 3+00 FG 5 15.0 106.3 97.7 9. @ Station 8+00 FG 5 14.8 105.8 97.3 Alley A: 10. @ Station 12+50 FG 4 18.2 100.6 96.9 11. @ Station 7+50. FG 4 18.1 102.9 99.1 Alley G: 12. @ Station 0+50 FG -4 -17.9 103.6 99.8 REMARKS: All tests passed. Minimum Compaction Required: 95% FG = Final Grade PRO,TORE: 4. Lime Treated ~rown Clayey Sand 103.8 PCF @ 17.4% MOISTURE 5. Lime Treated Tan & Brown Clayey Sand 108.7 PCF @ 14.7% MOISTURE Shane Robinson Technician