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Copperstone-LR 960115
~'O- CONSULTING ENGINEERS IN~ · ]~r~'~e ~nvironmenta[ Assessments ~- Soits & Foundations Construction MateriaLs Testing "ExceLlence by Experience" Commercia[ & l~ustria[ [ns~ction PO Box 92548 · ~ke, Texas~092 · (817) ~9-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 01-15-96 DAY: Monday TIME: 10:30am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATiON AND LIFT ~UF~ ~) (~CF) CO~P Water Service, Block D: 1. @ Lot 3 1.5' below 4 23.8 92.9 95.3 2. @ Lot 3 0.5' below 4 24.2 93.1 95.5 3. @ Lot 7 1.5' below 3 23.1 97.6 95.8 4. @ Lot 7 0.5' below 3 22.9 96.9 95.1 REMARKS: Ail 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