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Copperstone-LR 951211
Q~'O-- CO?~ULTING ENGINEERS IN: T~r~Q~'~e _ _Environmenta[ Assessments ~, Soits & Foundations Construction Materials Testing "Exce[[ence byExperience" Conmercia[ & Industrial Inspection PO Box 92548 · Southlake, lexss 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-11-95 DAY: Monday TIME: 3:00pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line F, 8" Sanitary Sewer: 1. @ Station 2+00 5' below 3 22.6 98.6 96.8 2. @ Station 2+00 3' below 3 21.8 98.2 96.4 3. @ Station 2+00 1' below 3 22.5 97.1 99.6 Line K, 8" Sanitary Sewer: 4. @ Station 9+00 7' below 4 24.6 92.9 95.3 5. @ Station 9+00 5' below 4 24.8 93.1 95.5 6. @ Station 9+00 3' below 4 25.1 92.9 95.3 7. @ Station 9+00 1' below 4 23.2 94.2 96.6 8. @ Station 12+00 7' below 4 22.9 93.7 96.1 9. @ Station 12+00 5' below 4 24.6 93.6 96.0 10. @ Station 12+00 3' below 4 23.6 92.8 95.2 11. @ Station 12+00 1' below 4 24.1 93.6 96.0 12. @ Station 15+00 5' below 4 23.0 95.2 97.6 13. @ Station 15+00 3' below 4 22.6 96.1 98.6 14. @ Station 15+00 1' below 4 24.2 94.4 96.8 54" Storm Sewer: 15. @ Station 4+50 5' below 4 23.2 92.9 95.3 16. @ Station 4+50 3' below 4 22.9 93.3 95.7 17. @ Station 4+50 1' below 4 23.6 94.2 96.6 46" Storm Sewer: 18. @ Station 7+50 6' below 4 23.8 95.0 97.4 19. @ Station 7+50 2' below 4 22.7 94.8 97.2 RENARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Reddish Tn Sandy Clay w/ SS-Fragments 123.6 PCF @ 10.8% MOISTURE 2. Dk Grey Clay 96.8 PCF @ 22.8% MOISTURE 3. Tn & Brn Sandy Clay w/ Cal Nodules 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician