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Town Center L2B1-LR 960122 Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS CLIENT: North Texas Contracting, Inc. DATE: 22 January 1996 PROJECT: Wendy's T0wne Center, C0ppell, TX MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade - Orange Sandy Clay with Lime 2) Lime Stabilized Subgrade - Grey Sandy Clay with Lime ASTM D 698 STANDARD PROCTOR: 1) 102.0 pcf @ 18.0% Moisture 2) 105.0 pcf @ 17.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Street Sub~rade, E/W Entry Road 37) Westbound, Sta. 3+00, north curb 2 Final 14.7 99.8 95.1 95+ 38) Westbound, Sta. 1 +00, south curb 2 Final 14.5 100.9 96.0 -2% to +4% 39) Eastbound, Sra. 2+00 ~ centerline 2 Final 16.6 99.8 95.1 Of Optimum N/S Spine Road 40) Sta. 14+00, east curb 2 Final 18.7 103.2 98.2 41) Sra. 16+50, west curb 2 Final 13.8 103.3 98.3 42) Centerline 1 Final 17.7 99.9 97.9 TECHNICIAN: MFM DISTRIBUTION: (2) North Texas Contracting, Inc. (1) City of Coppell, Larry Davis 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148