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Copperstone-LR 951215
~:~3~ CC'~ULTIN~ ENGINEERS IN= T~ilr~e . . Environmenta~ Assessments ~:~ll~, Soils & Foundations Construction Materials Testing "F. xcellencebyExperJence"' Commercial & Industrial Inspection PO Box 92548 * Southlake, Texas 76092 * (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-15-95 DAY: Friday TIME: 3:00pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATIONAND LIFT NUMBER (%) (PCF) COMP 4" Sanity%fy Sewer: 1. @ B.~ock B, Lot 15 3' below 3 20.6 100.6 98.7 2. @ Block B, Lot 15 1' below 3 21.3 100.1 98.2 Line A, 39" Storm Sewer: 3. @ Station 2+70 1' below 2 23.4 94.3 97.4 Line A, ~'i3" Storm Sewer: 4. @ Station 5+70 1' below 2 21.9 93.9 97.0 REMARKS: Ail 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