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CF-Coppell Rd SC-LR011115Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS CLIENT: Texas Unified Constructors, Inc. DATE: 15 November 2001 PROJECT: Field Service Offices & Maintenance Fac. Coppell, TX JOB NO.: 01.1054 MATERIAL DESCRIPTION: 1) On-Site Fill - Dark Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 95.0 pcf @ 22.0% Moisture 90) 91) 92) LOCATION PROCTOR LIFT BELOW SUBGRADE 3' MOISTURE DRY PERCENT CONTENT DENSITY COMPACTION % PCF % Backfill Over Sanitary Sewer Line approx. Station 2 + 50 1 22.0 approx. Station 1 +00 1 4'-5' 24.0 Backfill Over Temporary Sanitary Sewer Line approx. 100' east of west end 1 6' 23.9 94.8 99.8 90.4 95.2 90.2 95.0 REQUIRED COMPACTION % 95+ Optimum +/- 2% TECHNICIAN: DISTRIBUTION: CDJ (3) City of Coppell (1) Vidaud & Associates (1) Doyle Engineering Group (1) Texas Unified Constructors, Inc. 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148