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Copperstone-LR 951229
G~)- CO~'~ULTING ENGINEERS IN: · ~N~r~Q~e _ _ Environmental Assessments ~l~, SoiLs & Foundations Construction Nateriats Testing "ExceLLence by Experience', Co~mercia[ & Industrial Inspection PO Box 92548 * Southtake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-29-95 DAY: Friday TIME: 9:00am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO~ LOCATIO~ A~D LI~ ~U~ (%) (~CF) CO~i~ 8" Water Line, Copper Stone Trl: 1. @ Block B, Lot 15 2' below 3 21.3 98.6 96.8 2. @ Block B, Lot 15 .5' below 3 22.6 99.5 97.6 3. @ Block B, Lot 18 2' below 4 24.1 93.6 96.0 4. @ Block B, Lot 18 .5' below 4 24.5 94.1 96.5 Line K, 8" Sanitary Sewer: 5. @ Station 12+00 7' below 4 24.1 95.6 98.1 6. @ Station 12+00 5' below 4 24.8 94.9 97.3 7. @ Station 12+00 3' below 4 25.2 95.1 97.1 8. @ Station 12+00 1' below 4 24~7 96.2 98.7 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 N6duies 101.9 ?CF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale' 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician