Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WA9302-LR 960108 (5)
I~'EOTECHNICAL E GEE Consultants, Inc. E iNViRONMENTAL 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794 REPORT OF CONCRETE MIX INSPECTION Repor~ Date: January 8, 1996 Date Concrete Placed: December 9, 1995 Standard 6"x12" Client: City of Coppell Area 28.27 Square Inches Project: 6.0 Million Gallon Water Storage Tank concrete Report No.: 54 Contractor: Natgun Construction Proj eel No.: 95 -0196 Concrete Supplier and Plant: RediMix Concrete - Plant #1 Location of Placement: Slab MATERIALS s ..../ ~h ~,~. INSPECTION DATA Description (Lbs. / Cu. Yd) Mix Number: 685 Time Sample Batehe& 3:23 pm Cement: Time Sampled: 4:00 pm Sample Location: M- 13 Fly Ash: Truck/Ticket No: 190/16268 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 28°F Fine Aggregate: Concrete Range: 56°F Slump Range (inches): 8V2" Admixtures: Weather Conditions: Overcast 1 Time Started: 5:30 am 2 Time Completed: 9:00 pm Added Water: Sample Air Content (%): 4.5% Total Cubic Yards Placed: 747 C.Y. Required Strength (Lbs./sq.in.): 5,000 psi Specimen Measured Age Date Total Load Compresslye Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) CWT 211 8%" 8 12/17/95 143,280 5,070 CWT 212 8',~" 28 01/06/96 187,860 6,650 CWT 213 8%" 28 01/06/96 187,560 6,630 Test Methods Utilized Fracture Regular Cylinders Made By: G.K. ASTM C-31 ,C-39,C-143 (Unless Noted Otherwise) Remarks and/or Distribution: cc: Mr. Larry Davis - City of Coppell Mr. Bob garbarisi, Jr. - Natgun Corporation Mr. Gary Hendricks - ShimeL Jacobs and Finklea ~ ~ k Reviewed by: