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Copperstone-LR 960104
G~O-- COWqULTING ENGINEERS IN: TB~H'~UBe _ ~ ~nv~ ~on~en~a~ Assessments Z~. SoiLs & Foundations Construction MateriaLs Testing "ExceLLence by Experience" Coeanercia[ & industrial Inspection PO Box 92548 · South[ake, Texas 75092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION= Coppell JOB #: 95-1522 DATE: 01-04-96 DAY: Tuesday TIME: 11:00am CLIENT= Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATiON A/~D LiFT ~U~B~ (%) (PCF) CO~P 8" Water Line: 1. @ Block B, Lot 1 3rd Lift 3 24.4 97.8 95.9 2. @ Block B, Lot 2 2nd Lift 3 22.6 99.3 97.4 3. @ Block B, Lot 5 3rd Lift 4 25.1 94.2 96.6 Line I, 8" Sanitary Sewer: 4. @ Station 1+00 3rd Lift 2 24.2 95.1 98.2 5. @ Station 1+00 5th Lift 3 23.0 97.3 95.4 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 Jeff Holden Technician