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WA9302A-LR 960702 (2)G EOTECH 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 2, 1996 Date Concrete Placed: May 30, 1996 City of Coppell Village Parkway Pump Station Addition North Texas Municipal Construction Co., Inc. DFW Redimix, Inc. Piers C-l, A-2, B-2, C-2 So~e/ Ba~h W~. INSPECTION DATA Descripfioa ( Lbs./Cu. Yd) Standard 6"x12" Area 28.27 Square Inches Concrete Report No.: 2 Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 6.5 Sack Time Sample Batched: 12:50 pm Time Sampled: 1:30 pm Sample Location: Piers C-l, A-2, B-2, C-2 Truck/Ticket No: 302/5964 Temperature: Ambient Range: 100°F Concrete Range: 90°F Slump Range (inches): 4:/~" Weather Conditions: Sunny Time Started: 7:30 am ' Time Completed: 5:00 pm 5 Gallons Sample Air Content (%): 3~A" Total Cubic Yards Placed: 10 C.Y. Required Strength (Lbs./sq.in.): 4,000 psi VPP 5 VPP 6 VPP 7 VPP 8 Test Methods Utilized ASTM C-31,C-39,C-143 Remarks aM/of Distribution: Measured sh~ (k) 4~/~~ 41A,, 4|A- 41/~. Age Dale Total Load Compressive Strength (Days) Tested (Lbs.) (Lbs./Sq. ln.) 7 06/06/96 114,020 4,030 7 06/06/96 116,160 4, 110 28 06/27/96 149,840 5,300 28 06/27/96 155,660 5,510 Fracture Regular (Unless No~xl ~ise) Cylinders Made By: L.D. Remarks co; Mr. Larry Davis - City of Coppell Mr. Mike Diagre - North Texas Municipal Construction Co. Mr. Gary Hendricks - Shimek, Jacobs and FinIdea aeviewe~ byz