Loading...
WA9302-LR 951011 (7) 'EOTECHN ICAL E I GEE Consultants, Inc. E ~NVIRONMENTAL 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · ' (214) 620-9791 · Fax (214) 620-9794 REPORT OF CONCRETE MIX DESIGN Report Date: October 11, 1995 Date Concrete Placed: September 29, ]-995 Standard 6"x12" Client: City of Coppoll Area 28.27 Square Inches Project: 6.0 Million Gallon Water Storage Tank Concrete Repo~ No.: 1 Contractor: Natgun Construction Project No.: 95-0196 Concrete Supplier and Plant: RediMix Concrete - 12 1 Plant Location of Placement: GEE Consultants, Inc. Laboratory Confirmation Cylinders MAT E R I AL S s ...../ hatch Wts. Description (Ibs./0.075 C.V> INS PECT I ON DATA Mix Number: Wall slots Mix #689 Time Sample Batched: 3:20 pm Cement: TXI Type I/II 799 Time Sampled: 3:45 pm Sample Location: GEE Consultants, Inc. Fly Ash: -0-- Truck/Ticket No: N/A Coarse Aggregate: -0- Temperature: Intermediate Aggregate: -0- Ambient Range: 87°F Fine Aggregate: sand 2691 Concrete Range: 86°F Slump Range (inches): 6~" Admixtures: Weather Conditions: Partly Cloudy 1 Monex NW (C494(A)) 24 oz./yd. Time Started: Partly Cloudy 2 Monex Air 30 (C260) 6 oz/yd. Time Completed: N/A 3 Monex M150 (C494(F)) 112 oz./yd. Sample Air Content (%): 4V2% Total Cubic Yards Placed: 0.06 C.Y. Water: 36.9 gal. Required Strength (Lbs./sq.in.): 5,000 Specimen Measured Age Date Total Load Compressire Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.]n.) CWT WS2 1 63A'' 3 10/02/95 144,700 5,120 Unit weight: 135.2 lbs/cu.ft. CWT WS2 2 6a~'' 3 10/02/95 138,800 4,910 CWT WS2 3 6~" 3 10/06/95 137,340 4,860 CWT WS2 4 6~" 7 10/06/95 160,020 5,660 CWT WS2 5 6~" 28 10/27/95 CWT WS2 6 6~" 28 10/27/95 Test Methods Utilized Fracture Regular ASTMC-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: w.l. Remarks and/or Distribution: cc: Mr. Larry Davis - City of Coppell Mr. Bob Barbarisi, Jr. - Natgun Corporation Mr. Gary Hendricks - ShimeL lacobs and Finklea Mr. Gary Herron - RedilVlix Concrete GMIi Consultants, Inc. Reviewed by: All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name mast receive our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are not necessarily indicative of the quantities of apparently identical or similar products.