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Copperstone-LR 951206
Q~O-- CO~'~ULT~NG ENgiNEERS IN~ ~~~e ~nvironmentat Assessments ~, Soils & Foundations Construction Meteriats Testing ,,Exce[[ence byExperJence" Commercial & industrial Inspection PO Box 92548 · South~ake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-06-95 DAY: Wednesday TIME: 2:30pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION ~ND LIFT NUMBER (%) (PCF) COMP Line K, 8" Sanitary Sewer: 1. @ Station 2+00 6' below 4 22.7 94.6 97.0 2. @ Station 2+00 4' below 4 22.9 95.2 97.6 3. @ Station 2+00 2' below 4 23.6 94.9 97.3 10" Water Main: 4. @ Station 23+00 5' below 2 21.6 92.0 95.0 5. @ Station 23+00 3' below 2 21.3 92.3 95.4 6. @ Station 23+00 1' below 2 22.2 93.1 96.2 REMP~KS: 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