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Copperstone-LR 960219
'~O- -- CO~ULTING ENGINEERS IN: T~~e :nvironmentat Assessments /~* Soils & Foundations Construction Hat·riaLs Testing "Exce[Lence byExperience. Commercia~ & Industrial Inspection PO Box 92548 · South[ake, Texas 76092 · (817) 329-0281 FIELD COMPACTTON 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 11:00am, testing Alley A-l: 1. @ Station 2+00 FG 8 18.9 110.2 97.4 2. @ Station 5+00 FG 8 17.1 112.4 99.3 Alley A-2: 3. @ Station 1+00 FG 7 20.6 104.8 98.7 4. @ Station 4+00 FG 7 21.4 102.9 96.9 5. @ Station 7+00 FG 8 18.1 109.5 96.8 Alley B-l: 6. @ Station 1+00 FG 7 19.4 103.0 97.0 7. @ Station 4+00 FG 6 19.8 103.8 99.6 8. @ Station 7+00 FG 7 20.3 105.1 99.0 Alley B-2: 9. @ Station 0+50 FG 5 23.0 95.1 96.6 Alley C: 10. @ Station 0+50 FG 6 20.1 101.8 97.6 11. @ Station 3+50 FG 7 20.1 105.2 99.1 Alley D-i: 12. @ Station 1+00 FG 8 18.0 108.9 96.2 13. @ Station 4+00 FG 6 20.1 100.4 96.3 Alley D-2: 14. @ Station 0+50 FG 7 21.4 103.8 97.8 15. @ Station 3+50 FG 7 19.5 106.0 99.9 2:30pm testing Alley E: 16. @ Station 1+00 FG 6 19.6 101.5 97.4 17. @ Station 4+00 FG 7 20.3 104.5 98.4 18. @ Station 7+00 FG 7 20.0 105.3 99.2 (continued on next page) Page 2 JOB #: 95-1522 DATE: 02-20-96 R~KS: Ail 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