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Copperstone-LR 960109 G~O-- CONSULTING ENGINEERS IN: T~II~e ,'nvironmentat Assessments ~{~. Soils & Foundations Construction Materials Testing "ExceLLence by Ex~rience" C~rciaL & l~ustria[ Ins~ction PO Box ~2548 · S~th[ake, Texas 76092 · (817) ~2~-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 01-09-96 DAY: Tuesday TIME: 9:00am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST pROCTOR CONT. DEN CENT NO. LOCATIOR/~ND LIF,~ ~MBE~ (%) (PCF) COMP Water Service: 1. @ Block D, Lot 30 2' below 3 22.6 97.6 95.8 2. @ Block D, Lot 30 .5' below 3 21.9 98.1 96.3 3. @ Block A, Lot 45 2' below 4 23.8 93.1 95.5 4. @ Block A, 'Lot 45 .5' below 4 24.1 94.2 96.6 5. @ Block A, Lot 42 2' below 4 24.6 93.8 96.2 6. @ Block A, Lot 42 .5' below 4 23.6 93.9 96.3 7. @ Block A, Lot 27 2' below 3 22.2 97.9 96.1 8. @ Block A, Lot 27 .5' below 3 22.3 97.7 95.9 9. @ Block A, Lot 24 2' below 3 22.9 98.6 96.8 10. @ Block A, Lot 24 .5' below 3 23.0 98.1 96.3 11. @ Block A, Lot 21 2' below 3 22.8 97.6 95.8 12. @ Block A, Lot 21 .5' below 3 23.1 98.3 96.5 13. @ Block C, Lot 4 2' below 3 22.9 99.7 97.8 14. @ Block C, Lot 4 .5' below 3 24.1 100.6 98.7 15. @ Block C, Lot 1 2' below 3 23.6 98.7 96.9 16. @ Block C, Lot 1 .5' below 3 23.2 98.3 96.5 REMRRKS: 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