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Copperstone-LR 951204
G~O-- CO'-~ULTING ENGINEERS iN: · ~QI~e . Enviror~entat Asaessa~ta ~, Soits & Foundations Construction #ateriats Testin9 "ExceitencebyExperience" Commercial & Industrist Inspection PO Box 92548 · $outhLake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-04-95 DAY: Monday TIME: 3:45pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) CONP Line B, 8" Sanitary Sewer: 1. @ Station 2+00 5' below 2 22.6 92.3 95.4 2. @ Station 2+00 3' below 2 23.1 94.1 97.2 3. @ Station 2+00 1' below 2 21.5 93.6 96.7 4. @ Station 5+00 5' below 2 20.9 94.2 97.3 5. @ Station 5+00 3' below 2 21.3 95.0 98.1 6. @ Station 5+00 1' below 2 21.6 92.0 95.0 10" Water Main: 7. @ Station 12+00 3' below 4 21.9 89.7 97.0 8. @ Station 12+00 1' below 4 23.6 91.2 98.6 9. @ Station 14+00 3' below 4 23.3 91.6 99.0 10. @ Station 14+00 1' below 4 22.9 90.9 98.3 REMARKS: 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