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Copperstone-LR 951207
T~r~e _ .nvironmentaL Assessments ~, ~' Soils & Foundations Construction Materials Testing "Excellence by Experience" Commercial & Industriat Inspection PO Box 92568 · South[ake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-07-95 DAY: Thursday TIME: 2:30pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- NO. LOCATiON A~D LIFT NUMBER (%) (PCF) COMP Line K, 8" Sanitary Sewer: 1. @ Station 6+00 8' below 3 22.6 98.6 96.8 2. @ Station 6+00 6' below 3 23.1 97.9 96.1 3. @ Station 6+00 4' below 3 20.9 98.7 96.9 4. @ Station 6+00 2' below 3 21.2 99.2 97.4 Line E, 54" Storm Sewer: 5. @ Station 1+00 10~ below 2 25.2 92.6 95.7 6. @ Station i+00 8' below 2 23.6 92.9 96.0 7. @ Station 1+00 6' below 2 23.5 92.3 95.4 8. @ Station 1+00 4' below 2 24.1 94.1 97.2 9. @ Station I+00 2' below 2 24.3 93.6 96.7 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 NodU]es 101.9 PCF @ 21.2% MOISTURE 4. Brn sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician