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Copperstone-LR 960215
'~)-- 0¢ ULTINg ENGINEERS IN: · ~:~U~e Environmental Assessments ~ Soits & Foundations Construction HateriaLs Testing "ExceLLence by Experience" Co~nercia[ & lndustriat Inspection PO Box 92548 · South[ake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 02-15-96 DAY: Thursday TIME: 2:30pm CLIENT: Copper Stone Ltd. CONTRACTOR: Glenn Thurman, Inc c/o Briscoe Clark Company WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Mattel Ln: 1. @ Station 11+00 FG 8 17.7 108.8 96.1 2. @ Station 8+00 FG 6 20.1 100.7 96.6 3. @ Station 5+00 FG 6 20.4 104.0 99.8 4. @ Station 2+00 FG 8 18.4 108.9 96.2 Copper Stone Trl: 5. @ Station 27+00 FG 7 20.6 105.8 99.7 6. @ Station 24+00 FG 7 21.6 102.4 96.5 7. @ Station 21+00 FG 7 21.9 104.8 98.7 8. @ Station 18+00 FG 5 24.1 94.3 95.8 9. @ Station 15+00 FG 7 22.6 103.8 97.8 10. @ Station 12+00 FG 8 17.9 108.2 95.6 REMARKS: All tests passed. Minimum Compaction Required: 95% Gradations taken at same time. FG = Final Grade PROCTOR~: 5. CT Brn & Tn Sandy Clay 98.4 PCF @ 20.9% MOISTURE 6. CT Dk Brn Sandy Clay 104.2 PCF @ 18.3% MOISTURE 7. CT Tn & Brn Sandy Clay 106.1 PCF @ 18.9% MOISTURE 8. CT Reddish Brn Clayey Sand 113.1 PCF @ 16.2% MOISTURE Jeff Holden Technician