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Enclaves-LR 950512 (2)
~BO- "' CONSULTING ENGINEERS IN~ T~X~e Environmental Assessments Z~]~. SoiLs & Foundations Construction MateriaLs Testing ,,ExceltencebyExperience- Commercial & Industrial Inspection PO Box 92548 * Southtake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Enclave on the Parkway LOCATION: Coppell JOB #: 95-1340 DATE: 05-12-95 DAY: Friday TIME: 8:00am CLIENT: Wilbow Peck Corporation CONTRACTOR: Murray Construction WATER DRY PER- TEST I PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP 8" Water Line, Block A: 1. @ Lot 21 FG 2 20.2 105.6 97.1 21" Storm Sewer: 2. @ Station 0+40 2' below 2 20.1 105.8 97.3 3. @ Station 1+00 FG 2 18.6 104.9 96.5 4. @ Station 1+50 FG 2 19.4 105.1 96.6 REMARKS: Ail tests passed. Minimum Compaction Required: 95% FG = Final Grade PROCTORS: 1. Tan & Brown Sandy Clay 107.5 PCF @ 16.6% MOISTURE 2. Tan & Brown Clay 108.7 PCF @ 18.4% MOISTURE Patric Corbett Technician