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Copperstone-LR 951221
G~O-- CONSULTING ENGINEERS IN: T~IXQ~e nvironmentat Assessments ~,~ Soits & Foundations Construction Naterials Testing -Exce[[ence byExperience" Commercial & Industrial Inspection PO Box 92548 · SouthLake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-21-95 DAY: Thursday TIME: 8:45am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line B, 36" Storm Sewer: 1. @ Station 2+25 1.5' below 3 23.6 100.3 98.4 2. @ Station 2+25 0.5' below 3 23.8 100.0 98.1 Line B-i, 24" Storm Sewer: 3. @ Station 2+25 2' below 3 24.1 98.6 96.8 4. @ Station 2+25 0.5' below 3 23.9 99.7 97.4 RENARKS: 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% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician