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Copperstone-LR 960112
'G~O-' CONSULTING ENGINEERS IN: ~]~X~e Environmental Assessments ~, - -- SoiLs & Foundations Construction Materiats Testing "ExceLLence by Experience" Commerciat & industrial Inspection PO Box 92548 · SouthLske, Te.~as 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 01-12-96 DAY: Friday TIME: 1:45pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION~I~D LiFT ~UF~E~ (%) (~CF) CO~ 8" Water Line: 1. @ Block E, Lot 9 2' below 3 22.6 98.6 96.8 2. @ Block E, Lot 9 .5' below 3 21.9 97.5 95.7 3. @ Block D, Lot 17 2' below 4 24.6 92.9 95.3 4. @ Block D, Lot 17 .5' below 4 23.9 93.1 95.5 5. @ Block D, Lot 8 2' below 4 23.6 92.8 95.2 6. @ Block D, Lot 8 .5' below 4 23.9 92.9 95.3 Line B, 21" Storm Sewer: 7. @ Station 1+64 .5' below 4 24.8 93.6 96.0 Line C, 21" Storm Sewer: 8. @ Station 1+80 .5' below 4 23.6 93.1 95.5 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