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Copperstone-LR 960626
"Excettence by Experience" PO Box 92548 · Southtake, Texas 76092 CO~qULTING ENGINEERS Envi ronmenta[ Assessments Soi[s & Foundations Construction MateriaLs Testing Commercial & Zndustria[ Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copperstone JOB #: 95-1522 DATE: 06-26-96 CLIENT: Copperstone Ltd c/o Briscoe Clark Company LOCATION: Coppell DAY: Wednesday TIME: 12 noon CONTRACTOR: Clack Construction TEST NO. LOCATION AND LIFT WATER DRY PER- NUMBER (%) (PCF) COMP Bridge Slopes: 1. @ southeast side 2. @ northwest side FG FG 3 22.4 97.6 95.7 3 21.2 96.6 95.0 REMARKS: Ail tests passed. Minimum Compaction Required: Minimum of 4 tests per trip. FG = Final Grade 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 Nodu].es 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Jeff Holden Technician