WA9302-LR 950912 (4) [~'EOTECHNICAL
E GEE Consultants, Inc.
E
I NVIRONMENTAL
2540 Gl~nda Lane · Suite ~08 · Dallas, Texas 75229 · (214) 620-9791 * Fax (2~4) 620-9794
REPORT OF CONCRETE MIX DESIGN
Report Date: Septembor 12, :1.995 Date Concrete Placed: September 6, 1995 Standard 6"x12"
Client: City of Coppell Area 28.27 Square Inches
Project: 6.0 Million Gallon Water Storage Tank Concrete Repor~No.: 6
Contractor: Natgun Construction Project No.: 95 - 0196
Concrete Supplier and Plant: RediMix Concrete 12 1 Plant
Location of Placement: P i e rs
MATERIALS Soorca/ Batch Wts. INSPECTION DATA
Description (Ibe./0.075 C.Y)
Mix Number: #686 Time Sample Batched: 10:15 am
Cement: Time Sampled: 11:20 am
Fly Ash: Sample Location: Pier T.2-11.4
Truck/Ticket No: 116/19924
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 68°F
Fine Aggregate: Concrete Range: 74°F
Admixtures: Slump Range (inches): 3 ~"
Weather Conditions: Parfly Cloudy
I Time Started: 7:30 am
2 Time Completed: 5:45 pm
Added Water: 10 gal. Sample Air Content (%): No Test
Total Cubic Yards Placed: 15.0 C.Y.
Required Strength (Lbs./sq.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength
·
Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CWT 21 3~ 7 09/13/95 102,420 3,620
CWT 22 3~ 7 09/13/95 107,900 3,820
CWT 23 3~ 28 10/04/95
CWT 24 3~ 28 10/04/95
Test Methods Utilized Fracture Regular
ASTM C-3LC-39,C-143 (Unless Noted Otherwise) Cylinders Made By: Ge, etha
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell
Mr. Bob Barbarisi, Jr. - Natgun Corporation
Mr. Gary Hendricks - Shimek, Jacobs and Finklea
Mr. Gary Herron - RediMix Concrete ~~ .~
GEE Consuttants, Inc, Reviewed by:
All leaers 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 Comultants, Inc. The use of our name must recaive
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.