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Copperstone-LR 951228
G~O-- CO"~ULTING ENGINEERS IN: · ~]~r~Q~Be _. . ~nvironmentat Assessments ~* Soils & Foundations Construction Materials Testing "Excellence by Experience'" Commercial & Industrial Inspection PO Box 92548 · South[ake, Texas 76092 · (817) 32g-0~81 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-28-95 DAY: Thursday TIME: 9:30am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATIO~ A~D Li~'T ~E~ (%) (~CF) ~O~ Line K, 8" Sanitary Sewer: 1. @ Station 8+00 7' below 4 24.6 92.7 95.1 2. @ Station 8+00 5' below 4 23.8 93.1 95.5 3. @ Station 8+00 3' below 4 24.1 92.6 95.0 4. @ Station 8+00 1' below 4 23.9 94.1 96.5 8" Water Line, Copper Stone Trl: 5. @ Block B, Lot 10 2' below 3 22.6 98.9 97.1 6. @ Block B, Lot 10 .5' below 3 24.1 99.6 97.7 REMARKS: 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' N°dules 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician