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WA9302A-LR 960628 (3)
G EOTECHNICAL 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 June 28, 1996 Date Concrete Placed: May 29, 1996 City of Coppell Village ParkWay Pump Station Addition North Texas Municipal ConstructiOn' Co., Inc. DFW Redimix, Inc. Piers A-l, B-1 so~/ B~ ,~. INSPECTION DATA Description (Lbs./Cu. Yd) Standard 6'x12' Area 28.27 Square Inches Concrete Report No.: 1 Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 6.5 Sack Time Sample Batehed: 1:10 pm Time Sampled: 1:45 pm Sample Location: Piers A-l, B-1 Truck/Ticket No: 302/5959 Temperature: Ambient Range: 98°F Concrete Range: 850F Slump Range (inches): 5~h" Weather Conditions: Sunny Time Started: 7:30 am Time Completed: 3:30 pm 0 Gallons Sample Air Content (%): 3mh" Total Cubic Yards Placed: 10 C.Y. Required Strength (Lbs./sq.in.): 4,000 psi Slump (in.) VPP 1 51/~'' VPP 2 5 ~/~" VPP 3 5~6'' VPP 4 5V~" Ag~ Date Total Load Compressire Slrength (Days) Tested (Lbs,) (Lbs./Sq.ln.) 7 06/05/96 86,420 3,060 7 06/05/96 97,080 3,430 28 06/26/96 106,680 3,770* 28 06/26/96 118,220 4, 180 Test Methods Utilized ASTM C~31,C-39,C-143 Remarks and/or Distribution: Fracture Regular (Unless Noted Otherwise) *Cylinder may have been damaged prior to testing. Cylinders Made By: L.D. Remarks CC: Mr. Larry Davis - City of Coppell Mr. Mike Diagre - North Texas Municipal Construction Co. Mr. Gary Hendricks - Shimek, Jacobs and Finklea