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MA 03/04-LR050119
Hooper Engineering Laboratories, Inc, 2870 Walnut Hill Lane Dallas , Texas 75229 (214) 351.6419 Client: Pavement Services Corp. Date: 19_ January 2(105 Project: Coppell Street Repair Project Job 03-(107 Job No: 02.1077 Soil Description: Flex Base Crushed Concrete & Asphalt Maximum Denaity : 109.0 pcf Optimum Moisture : 14.Q% Liquid Limit : Plaaticity Index : Non-Plastic Diatribution: (1) Pavement Services Corp. (1) City of Coppell, Garreth CampBell 130 120 100 9O MOISTURE-DENSITY RELATIONSHIPASTM D698 5 15 25 Moisture Content percent Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS CLIENT: Pavement Services Corp. DATE: 19 January 2005 PROJECT: City of Coppell Street Repair Project Job #03-007, Coppell, TX MATERIAL DESCRIPTION: 1) Flex Base - Crushed Concrete and Asphalt JOB NO.: 02.1077 ASTM D 698 STANDARD PROCTOR: 1) 109.0 pcf (~ 14.0% Moisture 22O) 221) 222) 223) LOCATION PROCTOR Pavinq Replacement (~ 216 River Road east side west side 1 Pavinq Replacement @ 1354 Barrinqton Dr. approx, center 1 Pavinq Replacement @ 1346 Barrinqton Dr. approx, center 1 MOISTURE DRY PERCENT LIFT CONTENT DENSITY COMPACTION % PCF % Fin. Sub. 14.4 114.3 104.9 Fin. Sub. 14.7 113.9 104.5 Fin. Sub. 9.7 113.6 104.2 Fin. Sub. 11.1 113.1 103.8 REQUIRED COMPACTION % 95+ TECHNICIAN: DISTRIBUTION: CDJ (1) Pavement Services Corp. (1) City of Coppell 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148