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Copperstone-LR 960110
G~)-- CONSULTING ENGINEERS IN: T~]~XQ~, ~nvironmenta~ Assessments ~I~. -- -- Soils & Foundations Construction Hater~aLs Testing "Excettence by Experience'" Commercial & Industrial Inspection PO Box 92548 · South[ake, Texes 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 01-10-96 DAY: Wednesday TIME: 9:30am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATIONA~D LiFT NUMBER Line A, 8" Sanitary Sewer: 1. @ Station 1+50 7' below 3 22.6 98.6 96.8 2. @ Station 1+50 5' below 3 23.1 99.5 97.6 3. @ Station 1+50 3' below 3 20.9 100.3 98.4 4. @ Station 1+50 1' below 3 21.6 101.6 99.7 Sanitary Sewer Service, Block E: 5. @ Lot 9 3' below 3 22.1 100.5 98.6 6. @ Lot 9 1' below 3 20.5 101.2 99.3 7. @ Lot 6 3' below 3 21.6 97.6 95.8 8. @ Lot 6 1' below 3 21.1 98.3 96.5 9. @ Lot 3 3' below 3 22.3 99.1 97.3 10. @ Lot 3 1' below 3 23.1 98.5 96.7 8" Water Line, Martel Ln: 11. @ Block D, Lot 3 3' below 3 22.6 99.3 97.4 12. @ Block D, Lot 3 1' below 3 23.1 98.1 96.3 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/ Cal. Nodules 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician