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Copperstone-LR 960111
'G~O- CONSULTING ENGZNEERB IN: T~:~rJ:~U~e ~nvSronmentaL Assessments ~ -- -~ SoiLs & Foundations Construction MateriaLs Testing "Excet[ence by Experience" Co~nerciaL & industrial Inspection PO Box 92548 * SouthLake, Texas 76092 * (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOC~TION: Coppell JOB #: 95-1522 DATE: 01-11-96 DAY: Thursday TIME: 11:00am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEBT PROCTOR CONT. DEN CENT NO. LOCATION A~D LIFT 8" Water Line: 1. @ Block E, Lot 2 2' below 1 11.6 120.7 97.7 2. @ Block E, Lot 2 .5' below 1 12.4 119.8 96.9 3. @ Block D, Lot 6 2' below 4 25.6 92.9 95.3 4. @ Block D, Lot 6 .5' below 4 24.3 93.1 95.5 REMARKS: All t~sts 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/ Ca~ Nodules 101.9 PCF@ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale ..... 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician