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Copperstone-LR 960105
~'O-- CONSULTING ENGINEERS TN: T~J~U~e *'nv~ ronnentat Assessments ~. SoiLs & Fou~ations Construction MateriaLs Testing "Excette~e by Ex~rience" C~rcia[ & l~ustria[ Ins~ction PO Box 92548 · South[ake, Texas 76092 · (817) 529-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 01-05-96 DAY: Friday TIME: ll:00am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEBT PROCTOR CONT. DEN CENT Water Service: 1. @ Block A, Lot 8 3rd Lift 2 24.7 95.0 98.1 2. @ Block A, Lot 9 2nd Lift 2 23.7 93.2 96.2 Sanitary Sewer Service: 3. @ Block F, Lot 3 2nd Lift 3 23.6 97.9 96.0 Line H, 8" Sanitary Sewer: 4. @ Station 2+50 3rd Lift 4 25.8 95.0 97.4 5. @ Station 2+50 5th Lift 4 25.4 94.3 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 Nodules 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Jeff Holden Technician