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ST9604-LR 980818
Hooper Engineering Laboratories, Inc. 2870 Walnut Hill Lane Dallas , Taxa. 75229 (214) 351.6419 Client: Rebc0n, Inc. Project: Fairway Drive, C0ppell, TX Date: 18 August 1998 Job No: 98.1089 8oil Deacription: Maximum Deneity : Optimum Moiatura: On-Site Fill Brown Sandy Clay with Gravel 110.0 pcf 16.0% Liquid Limit : 38.2 Pleaticity Index : 26.9 Diatribution: (1) Rebcon, [nc. (1) City of Coppell, Garreth Campbell MOISTURE- DENSITY 130 120 110 100 9O 10 Moisture RELATIONSHIP ASTM D698 2o 3o Content percent Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS CLIENT: Rebcon, Inc, DATE: 18 August 1998 PROJECT: Fairway Drive, Coppell, TX JOB NO.: 98.1089 MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 98.0 pcf ~ 21.0% Moisture 19) 20) 21) LOCATION PROCTOR LIFT BELOW Fill Area North of Belt Line Rd. SUBGRADE west side 1 3'-4' 21.7 centedine 1 3'-4' 22.2 east side 1 3'-4' 21.0 MOISTURE DRY PERCENT REQUIRED CONTENT DENSITY COMPACTION COMPACTION % PCF % % 98.6 100.6 95+ Optimum to + 5% 100.4 102.4 100.1 102.1 TECHNICIAN: DISTRIBUTION: CDJ (1) Rebcon, Inc, (1) City of Coppell, Garreth Campbetl 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148