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E GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 8, 1998 Date Concrete Placed: April 30, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI/?41
Piers
Contractor:
Ctmcrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 5
Project No.: 298-0165
MATERIALS s .... / SSD Batch wts. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched: 12:09 pm
Cement: Time Sampled: 12:45 pm
Sample Location: J. 1-3; K-3; H.4-3
Fly Ash: Track/Ticket No: 453/1038404
Coarse Aggregate: Temperature:
Intern~ediate Aggregate: Ambient Range: 78°F
Fine Aggregate: Concrete Range: 80°F
Slump Range (inches): 3tA''
Admixtures: Weather Conditions: Clear
I Time Started: 06:30 am
2 Time Completed: 05:00 pm
Added Water: 0 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
S0eclmen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Da~.s) Tested {Lb~.} (Ll~./Sq.ln.)
CTC 17 7 05/07/98 97,240 3,440
CTC 18 28 05/28/98
3t/2''
CTC 19 28 05/28/98
CTC 20 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-3 I.C-39.C- 143 (Unless Noted Otherwise)
Remarks and/or Distribution:
CC:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be r~predt~ wifl~ou~ the full alhgroval or'GEE Comultants. Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested andlor impected and are I~t nac~sarily indicative of the quantities of apparently identical or similar products.