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WA9302A-LR 960626 (3)
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 June 26, 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-1, A-2, B-2, C-2 so~/ Barb w~. INSPECTION DATA Description (Lbs./Cu. Yd) Standard 6"x12" Area 28.27 Square Inches Concrete Report No.: 2 Mix Number: 6.5 Sack Time Sample Batched: 12:50 pm Cement: Time Sampled: 1:30 pm Sample Location: Piers C-l, A-2, B-2, C-2 Fly Ash: Truck/Ticket No: 302/5964 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 100*F Fine Aggregate: Concrete Range: 900F Admixtures: Slump Range (inches): 4~/~" Weather Conditions: Sunny 1 Time Started: 7:30 am 2 Time Completed: 5:00 pm Added Water: 5 Gallons Sample Air Content (%): 3t/~" Total Cubic Yards Placed: 10 C.Y. Required Strength (Lbs./sq.in.): 4,000 psi Specimen Measured Age Date Number Slump (in.) (Days) Tested VPP 5 41,~" 7 06/06/96 VPP 6 4 tA" 7 06/06/96 VPP 7 41/2" 28 06/27/96 VPP 8 41/2" 28 06/27/96 ·. Test Methods Utilized Fracture Regular ASTM C-31 ,C-39,C-143 (Unless Noted Otherwise) Remarks and/c~ Distribution: To~ Lad Compressiv¢ S~ngh (Lbs.) (L~./~.~.) 114,020 4,030 116,160 4,110 Cylinders Made By: L.D. Remarks Mr. Lar~ Davis - City of Coppill Mr. Mike Diagre - North Texas Municipal Construction Co. Mr. GaFy Hendricks - Shimek, Jacobs and FinIdea $tev~.ewecl