Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Copperstone-LR 951227
~0- CO~'~ULTING ENGINEERS IN: T~~U~e ~ ~nvironmental Assesseents ~, Soils & Foundations Construction Materials Testing "Excellence by Experience.' Co.~nercial & Industrial inspection PO Box 92548 · SouthLake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-27-95 DAY: Wednesday TIME: 8:30am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION ~D LiFT &U~L~ (%) (~C~) ~uM~ Line K, 8" Sanitary Sewer: 1. @ Station 4+00 6' below 4 27.2 92.9 95.3 2. @ Station 4+00 4' below 4 26.5 93.1 95.5 3. @ Station 4+00 2' below 4 25.9 93.5 95.9 4. @ Station 4+00 .5' below 4 26.1 93.3 95.7 8" Water Line, Copper Stone Trl: 5. @ Block A, Lot 4 2~ below 3 23.4 99.6 97.7 6. @ Block A, Lot 4 FG 3 23.6 98.5 96.7 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/ CalNodules 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician