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Copperstone-LR 960216 (2)
'~:)-- CONRULT/NG ENG/NEERS T~rJ~Q~/~e ~nvironmentat Assessrrents ~(~* ~ Soits & Fou~ations Construction Hateriats Testing "~cellence by Ex~rience" C~rcia[ & l~ustrial [ns~ction PO Box 925~8 * Southlake, Texas 76092 · (817) ~29-0281 F/ELD COMPACTZON REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 02-16-96 DAY: Friday TIME: 2:00pm CLIENT: Copper Stone Ltd. CONTRACTOR: Glenn Thurman, Inc ¢/o Briscoe Clark Company WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Copper Stone Trl: 1. @ Station 9+00 FG 7 18.9 106.0 99.9 2. @ Station 6+00 FG 8 17.4 108.5 95.9 3. @ Station 3+00 FG 6 20.1 102.6 98.4 4. @ Station 0+50 FG 7 19.6 104.1 98.1 REMARKB: All tests passed. Minimum Compaction Required: 95% Gradations taken at same time. FG = Final Grade PROCTORS: 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