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WA9302A-LR 960729
G EOTECH N ICAL E GEE Consultants, Inc. E NVIRONMENTAL 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Client: Project: Contractor: Concrete Supplier and Plant: Location of Placement: July 29, 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 Standard 6"x12" Area 28.27 Square Inches Concrete Report No.: 6 MATERIALS Source/ Bawh Wts. Description (Lbs./Cu. Yd) INSPECTION DATA Mix Number: Cement: 6.5sack Fly Ash: Coarse Aggregate: Bitermediate Aggregate: Fine Aggregate: Admixtures: [ 2 Added Water: 0 Gallons Time Sample Batch·d: 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 specima~ Measured Age Date Total Load Compressive Strength Ntunber Slump (in.) (Days) Tested (LI~.) (Lbs.~Sq.ln,) VPP 21 7th 7 07/05/96 107,020 3,790 VPP 22 7'/I 7 07/05/96 102,280 3,620 VPP 23 7% 28 07/26/96 132,840 4,700 VPP 24 7'/i 28 07/26/96 129,760 4,590 Test Methods Utilized Fracture Regular ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: C.C. Remarks and/or Distribution: Remarks CC: Mr. Larry Davis - City of Coppell Mr. Mike Diagre - North Texas Municipal Construction Co. Mr. Gary Hendricks - Shimek, Jacobs and Finklea gel Consultsmrs, xnc. Reviewed by: