WA9302-LR 951103 (12)IEOTECHNICAL
E GEE Consultants, Inc.
E iNVlRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (2]4) 620-9794
REPORT OF CONCRETE MIX INSPECTION
Report Date: November 3, 1995 Date Concrete Placed: October 11, 1995 Standard 6 "xl 2"
Client: City Of Coppeil Area 28.27 Square Inches
Project: 6.0 Million Gallon Water Storage Tank concrete Report No.: 27
Contractor: Natgun Construction Project No.: 95-0196
Concrete Supplier and Plant: RediMix Concrete - Plant #1
Location of Placement: Pier
MATERIALS ~ee/ ~ateh~ts. INSPECTION DATA
Description (lbs./C.Y)
Mix Number: 686 Time Sample Batched: 8:08 am
Cement: Time Sampled: 8:55 am
Sample Location: Pier No. O-13
Fly Ash: Truck/Ticket No: 129/12328
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 55°F
Fine Aggregate: Concrete Range: 55°F
Admixtures: Slump Range (inches): 4t, i"
Weather Conditions: Sunny
1 Time Started: 7:00 am
2 Time Completed: 5:30 pm
Added Water: Sample Air Content (%): No Test
Total Cubic Yards Placed: 7.75 C.Y.
Required Strength (Lbs./sq.in.): 4,000
Specimen Measured Age Date Total Load Conipressive Strength Remarks
Number Shm~p (in.) (Days) Tested (Lbs. ) ( Lbs./Sq. IrA. )
CWT 109 4%" 7 10/18/95 141,540 5,010
CWT 110 4%" 7 10/18/95 146,760 5,190
CWT 111 4%" 28 11/08/95
CWT 112 4%" 28 11/08/95
Test MetlEds Utilized Fracture Regular Cylinders Made By: P. Chen
ASTM C-31,C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell
Mr. Bob Barbarisi, Jr. - Natgun Corporation
Mr. Gary Henriticks - Shimek, lacobs and Finklea
~ Oolmulta.llca, In~. Reviewed
All letters and reports are for the exclusive use of the client to witcan they are addressed and shall not be reproduced without the full approval of GEE Consultants, hxe. The use of our name must receive
o. tr prior written approval. Our letters and reports apply only to the salpple tested and/or inspeetod and are not necessarily indicative of the quantities of apparently identical or similar products.