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WA9302A-LR 960717G 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 17, 1996 Date Concrete Placed: June 28, 1996 City of Coppell Village Parkway Pump Station Addition North Texas Municipal Construction Co., Inc. DFW Redimix, Inc. Grade Beams/Slab Source/ Ba~h Wts. Descripti~ ( Lbs./Cu. Yd) INSPECTION DATA Standard 6"x12" Area 28.27 Square Inches Concrete Report No.: 6 Mix Number: Cement: 6.5sack Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 0 Gallons Time Sample Batched: unknown Time Sampled: 1:55 pm Sample Location: Grade Beam, SW Comer Track/Ticket No: 302/5408 Temperature: Ambient Range: 93°F Concrete Range: 91 °F Slump Range (inches): 7 1/2 Weather Conditions: Partly Cloudy Time Started: 9:00 a.m. ' Time Completed: 3:30 pm Sample Air Content (%): N/A Total Cubic Yards Placed: 30. Required Strength (Lbs./sq.in.): 4,000 psi Specimen Measured Age Number Slump (in.) (Days) Tested VPP 21 7 ~/~ 7 07/05/96 VPP 22 7~/~ 7 07/05/96 VPP 23 7~h 28 07/26/96 vPP 24 7 '/2 28 07/26/96 Test Methods Utilized Fracture Regular ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Remarks and/or Distribution:' Total Load (Lbs.) 107,020 102,280 Compressire Streng~ (Lbs./gq. ln.) 3,790 3,620 Cylinders Mad~ By: C.C. Remark~ cc: Mr. Larry Davis - City of Coppell Mr. Mike Diagre - North Texas Municipal Construction Co. Mr. Gary Hendricks - Shimek, Jacobs and Finklea COnsultants, X.~I. Reviewed I T