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Copperstone-LR 960214 (2)
G~- CO' 'ULTING ENGINEERS IN: T~r~QUB, ~ Environmental Assessments ~11~, SoiLs & Foundations Construction MateriaLs lesting "ExceLLence by Experience" Commercial & Industrial Inspection PO Box 92548 * SouthLake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 02-14-96 DAY: Wednesday 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 Avalon Dr: 1. @ Station 1+00 FG 8 17.3 109.5 96.8 2. @ Station 4+00 FG 8 17.7 108.4 95.8 3. @ Station 7+00 FG 8 16.3 112,4 99.3 4. @ Station 10+00 FG 8 17.2 109.2 96.5 Auburn Ln: 5. @ Station 0+50 FG 7 20.7 104.2 98.2 6. @ Station 3+50 FG 7 21.8 105.2 99.1 Auburn Ln (southside): 7. @ Station 1+50 FG 5 21.2 96.5 98.0 Martel Ln: 8. @ Station 14+00 FG 6 19.3 100.6 96.5 9. @ Station 17+00 FG 7 20.1 103.2 97.2 Martel Ct: 10. @ Station 2+00 FG 8 18.1 110.4 97.6 REMARKS: 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