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Old Coppell Est-LR 951020
~m -, Cf IULTING ENGINEERS T~(~I~r~QU~e Environmenta[ Assessments I~ Soits & Foundations Construction Materiats Testing "Exce[tencebyExperSence" Con~nercia[ & industrial Inspection PO Box 92548 · South[ake, Texas 76092 · (817) ]29-0281 FIELD COMPACTION REPORT PROJECT: Old Coppell Estates LOCATION: Coppell JOB #: 95-1479 DATE: 10-20-95 DAY: Friday TIME: 2:45pm CLIENT: WPC-Bethel Dev Corp CONTRACTOR: Murray Construction c/o Wilbow Corporation WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line A, 8" Sanitary Sewer: 1. @ Station 8+90 mid lift 1 19.5 98.7 95.4 2. @ Station 8+90 FG 1 18.7 99.1 95.7 3. @ Station 7+00 mid lift 1 19.7 99.2 95.8 4. @ Station 7+00 FG 1 18.6 100.3 96.9 Sanitary Sewer Service: 5. @ Block 1, Lot 1 FG 1 19.2 99.8 96.4 6. @ Block 1, Lot 3 FG 1 18.0 99.9 96.5 REMARKS: All tests passed. Minimum Compaction Required: 95% FG = Final Grade Also collected two (2) soil samples for Moisture-Density Relations #2 & #3 at same time. PROCTORS: 1. Brn & Tn Sandy Clay 103.5 PCF @ 16.0% MOISTURE Chris Quentin Technician