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Copperstone-LR 951214
G~)-- CO"qULT~NG ENG~NEERB ~[~r~e Environmental Assessments X~(~. Soits & Foundations Constructio~ Materials Testing "Excellence by Experience" C~nmerciet & [ndustrie[ Inspection PO Box 92548 · SouthLeke, Tex~s 76092 · (817) 3Z9-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-14-95 ~'AY: Thursday TIME: 3:30pm CLIENT: Copper Stone Ltd. ~ONT~ACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION ~ND LIFT NUMBER (%) (PCF) COMP 21" Storm Sewer (latecal): 1. @ Block D, Lot ~' 1.5' below 3 22.6 98.6 96.8 2. @Blcck C, Lot ~ 1.5' below 3 21.7 97.5 95.7 4" Sanitary Sewer (lateral): 3. @ Block A, Lot 3~ 2' below 3 22.1 99.6 97.7 4. @ Block A, Lot 3~. 1' below 3 22.0 99.9 98.0 5. @ Block A, Lot 3!~ 2' below 2 21.9 94.6 97.7 6. @ Block A, Lot 3!~ 1' below 2 23.2 93.1 96.2 7. @ Block A, Lot 3~ 2' below 3 23.1 99.6 97.7 8. @ Block A, Lot 38 1' below 3 23.6 99.5 97.6 REMARKS: All tests passed. Minimum Compaction R '~uired: 95% PROCTORS: 1. Reddish Tn Sandy c.[ay w/ SS Fragments 123.6 PCF @ 10.8% MOISTURE 2. Dk Grey Clay 96.8 PCF @ 22.8% MOISTURE 3. Tn & Brn Sandy Ci~ w/ Cal Nodules 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ ;fey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician