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DR9101-LR 911108
Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS CLIENT: M-S Utilities DATE: 8 November 1991 PROJECT: Oak Trail Storm Sewer Line, Copp~ll, TX MATERIAL DESCRIPTION: 1) Flex Base ASTM D1567 MODIFIED PROCTOR: 1) 123.0 pcf @ 10.0% Moisture LOCATION PROCTOR LIFT MOISTURE DRY PERCENT REQUIRED CONTENT DENSITY COMPACTION COMPACTION % PCF % % Willow Lane 24) approx. 25' east of Oak Trail Drive 1 Fin. Sub. 13.8 118.7 96.5 25) approx. 135' east of Oak Trail Drive 1 Fin. Sub. 13.3 118.2 96.1 26) approx. 275' east of Oak Trail Drive I Fin. Sub. 16.0 117.1 95.2 92+ TECHNICIAN: DISTRIBUTION: CDJ (2) M-S Utilities Route 5, Box 91, Rockwall, TX 75087 Rockwall, TX 75087 (1) City of Coppell, Larry Davis 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148