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Copperstone-LR 951213
~O- CO";ULTING ENGZNEE~ IN: T~]~Q~, Environmental Assessment~ ~ - SoiLs & Foundations Construction Ha~erJaLs Tesl::ng "ExceLLence by Experience" Conmerciat & Industrial InsF~:;tion PO Box 92548 · Southtake, Texas 76092 · (817) 329-0281 FIELD COMPACT.£ON REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-13-95 OAY: Wednesday TIME: 3:30pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line F, 21" Storm Sewer (lateral): 1. @ Station 0+50 3' below 3 22.6 97.6 95.8 2. @ Station 0+50 1' be)ow 3 21.5 98.1 96.3 3. @ Mattel Ln inlet 3' below 3 20.7 97.7 95.9 4. @ Mattel Ln inlet 1' below 3 21.3 98.0 96.2 4" Sanitary Sewer (lateral): 5. @ Block A, Lot 5 3' below 2 21.9 94.2 97.3 6. @ Block A, Lot 5 1' below 2 22.6 93.5 96.6 7. @ Block A, Lot 3 3' below 2 21.3 92.6 95.7 8. @ Block A, Lot 3 1' below 2 23.2 92.9 96.0 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Reddish Tn Sandy Clay w/ SS Frag~;~ents 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