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WA9302A-LR 960708
G EC)TECH N ICAL E NGINEERING E NVIRONMENTAL 10046 Monroe Drive · Dallas, Texas 75229 GEE Consultants, Inc. · (214) 352-5433 * Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Client: Project: Contractor: Concrete Supplier and Plant: Location of Placement: MATERIALS July 8, 1996 Date Concrete Placed: May 31, 1996 City of Coppell Village Parkway Pump Station Addition North Texas Municipal Construction Co., Inc. DFW Redimix, Inc. Piers B-3, C-3, SW-1, SW-2 s~c/ ~teh w.. INSPECTION DATA Description ( Lbs./Cu. Yd) Standard 6"x12" Area 28.27 Square Inches Concrete Report No.: 3 Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 0 Gallons Time Sample Batched: 11: 10 am Time Sampled: 11:40 pm Sample Location: Piers B-3, C-3, SW-1, SW-2 Truck/Ticket No: 303/5731 Temperature: Ambient Range: 90°F Concrete Range: 80°F Slump Range (inches): 6" Weather Conditions: Cloudy Time Started: 7:30 am Time Completed: 1:30 pm Sample Air Content (%): 3~" Total Cubic Yards Placed: 10 C.Y. Required Strength (Lbs./sq.in.): 4,000 psi s~. VPP 9 VPP 10 VPP 11 VPP 12 Test Methods Utilized ASTM C-31,C-39,C-143 Remarks and/or Distribution: Measured Age Date Total Load slump (in.) (Days) Tested (Lbs.) 6" 7 06/07/96 97,200 6" 7 06/07/96 106,260 6" 28 06/28/96 140,020 6" 28 06/28/96 132,760 , . Fracture Regular (Unless NcXcd ~ise) ~./s~.m.) 3,440 3,760 4,950 4,700 Cylinders Made By: L.D. Retn~rh Mr. Larry Davis - City of Coppell Mr. Mike Diagre - North Texas Municipal ConsmJction Co. Mr. Gary Hendricks - Shimek, Jacobs and Finklea