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Copperstone-LR 960219 (2)
G~O-- CO?~ULTING ENGINEERS TN: ~['~Q~e :nvi ~o~nta[ Assess~nts ~ SoiLs & Fou~ations Construction MateriaLs Testing "~ceLLence by ~rie~e" C~rcia[ & l~ustria[ lns~ction PO Box ~548 · Southiake, Texas 7609Z · (817) 5~-0~81 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 02-19-96 DAY: Monday TIME: see below 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 11:00a3a testing Parkway Blvd (eastbound): 1. @ Station 31+50 FG 6 20.3 104.1 99.9 2. @ Station 34+50 FG 8 18.4 110.3 97.5 3. @ Station 37+50 FG 8 17.1 111.4 98.4 4. @ Station 40+50 FG 7 22.4 104.7 98.6 2:30pm testing Parkway Blvd (eastbound): 5. @ Station 43+50 FG 6 20.1 100.6 96.5 6. @ Station 46+50 FG 7 20.1 104.1 98.1 7. @ Station 49+00 FG 7 19.8 102.9 96.9 Parkway Blvd (westbound): 8. @ Station 49+00 FG 7 18.9 104.1 98.1 9. @ Station 46+00 FG 6 20.7 100.6 96.5 10. @ Station 43+00 FG 6 21.3 101.8 97.6 11. @ Station 40+00 FG 6 20.1 100.6 96.5 12. @ Station 37+00 FG 6 19.5 99.8 95.7 13. @ Station 34+00 FG 7 20.1 105.1 99.0 14. @ Station 32+00 FG 7 21.3 104.1 98.1 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