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MA FY 0405-LR051018
Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF CONCRETE TESTS CLIENT: Pavement Services Corp. PROJECT: City of Coppell Street Repair Project Job #03-007, Coppell, TX LOCATION OF POUR SET 1: LOCATION OF POUR SET 2: JOB NO.: 02.1077 DATE: 18 October 2005 SUPPLIER: Pavement Ser. Paving repair, eastbound right lane of Parkway Blvd., approx. 100%130' west of Alex Drive SAMPLE DATA: SET 1 SET 2 MIX NO. 4000 Truck No. 2021 Cement Ticket No. No ticket Flyash Time Batched 9:19am Sand Time Sampled 9:20am in. Concrete Temp. (ASTM C1064) 80°F 1.0 in. Air Content (ASTM C231) 3.4% Water Unit Weight (ASTM C138) Admix #1 Ambient Temp. Admix #2 AEA COMPRESSIVE STRENGTH TESTS IASTM C39) (Standard 6 inch x 12 inch cylinder) Cylinder Slump Age Test Total Load Compressive Required Number Inches Days Date Pounds Strength 28-Day (ASTM C143) psi Strength 472 6.00 7 10/25/05 108,700 3840 473 6.00 28 11/15/05 136 ~ 200 4820 474 6.00 28 11/15/05 :~39,900 4950 28-Day Average 4890 40O0 TECHNICIAN: DISTRIBUTION: MFM (8:00am- 10:00am) (1) Pavement Services Corp. (1) City of Coppell 2870 Walnut Hill Lane Dallas, Texaa 75229 (214) 351-6419 Fax (214) 351-5148 CLIENT: PROJECT: Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS Pavement Services Corp. City of Coppell Street Repair Project Job #03~007, Coppell, TX MATERIAL DESCRIPTION: ASTM D 688 STANDARD PROCTOR: 1) Flex Base - Crushed Concrete and Asphalt 1) 109.0 pcf @ 14.0% Moisture MOISTURE LOCATION PROCTOR LIFT CONTENT % DATE: 18 October 2005 JOB NO.: 02.1077 DRY PERCENT REQUIRED DENSITY COMPACTION COMPACTION PCF % % Parkway Blvd. Pavintq Replacements 275) @ 401 Parkway Blvd. 1 Fin. Sub, 13.6 107.6 98.7 276) @ 361 Parkway Blvd. 1 Fin. Sub. 13,1 105.8 97.1 277) @ 413 Parkway Blvd. 1 Fin. Sub. 12.4 107.1 98.3 278) west of 297 Alex (@ bridge) 1 Fin. Sub. 10.1 114.6 105.1 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