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Copperstone-LR 951226
G~O- CONSULTING ENGZNEERS IN; · ~r~Q~e .nviron~entat Assessments ~l~. Soils & Foundations Construction ~a~eria~s Testing "Exce[Lence byExperience- Commercial & Industrial Inspection PO Box 92548 * Southtake, Texas ?6092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-26-95 DAY: Tuesday TIME: 10:30am CLIENT: Copper Stone Ltd. CONTR&CTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT N~M~ER Line K, 8" Sanitary Sewer: 1. @ Station 2+50 7' below 3 22.6 98.5 96.7 2. @ Station 2+50 5' below 3 23.1 97.6 95.8 3. @ Station 2+50 3' below 3 23.0 98.0 96.2 4. @ Station 2+50 1' below 3 22.9 99.2 97.4 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