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Copperstone-LR 951219
~'O- CONSULTING ENGINEERS ~N: "~i)l~e _~ ~vironmenta[ Assessments X~, SoiLs & Foundations Construction Hateria[s Testing ,,ExceLLence by Experience" Coamercia[ & Industrial Inspection PO Box 92548 * South[eke, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-19-95 DAY: Tuesday 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 4" Sanitary Sewer Service: 1. @ Block B, Lot 2 1' below 4 27.2 92.9 95.3 2. @ Block B, Lot 2 3' below 4 27.1 92.8 95.2 3. @ Block B, Lot 7 1' below 3 25.0 96.9 95.1 4. @ Block B, Lot 7 3' below 3 24.9 97.2 95.4 5. @ Block B, Lot 9 1' below 2 25.2 92.6 95.7 6. @ Block B, Lot 9 3' below 2 25.8 92.0 95.0 27" Storm Sewer, Parkway Blvd (inlet): 7. @ Block D, Lot 1 1.5' Delow 2 26.5 92.8 95.9 21" Storm Sewer, Copperstone Tr: 8. @ radius 1.5' below 2 25.9 92.9 96.0 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% MOISTD~E 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician