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ST9505-LR 950602
Hooper Engineering Laboratories, inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS CLIENT: Prentiss Properties DATE: 2 June 1995 PROJECT: Executive Drive, Coppell, TX JOB NO.: 95.1053 MATERIAL DESCRIPTION: 1 ) On-Site Fill - Dark Grey Clay & Tan Clay ASTM D 698 STANDARD PROCTOR: 1) 93.0 pcf @ 25.0% Moisture 14) 15) 16) LOCATION PROCTOR Backfill Over Storm Sewer Line A approx. Station 2 + 00 1 approx. Station 0 + 10 1 approx. Station 3 +00 1 LIFT BELOW SUBGRADE 5'-6' Fin. Sub. 9'-10' MOISTURE DRY PERCENT CONTENT DENSITY COMPACTION % PCF % 29.3 90.0 96.8 28.0 90.6 97.4 28.6 90.3 97.1 REQUIRED COMPACTION % 95+ -2% to +4% Of Optimum TECHNICIAN: DISTRIBUTION: CDJ (1) Prentiss Properties, Tom Navin (1) L. H. Lacy Company (1) City of Coppell 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148