Town Center L1B2-LR 980602· GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
E I · CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214t) 352-5433 · Fax (214) 352-6972
PORT OF CONCRETE MIX INSPECTION
Report Date: June 2, 1998 Date Concrete Placed: May 21, 1998
Client: Ewing Properties
project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #41
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"xl 2"
Area 28.27 Square Inches
Concrete Report No.: l0
Project No.: 298-0165
MATERIALS s ..... l ssD ~t~l,w~. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: Time SanLoled:
Fly Ash: Sample Location:
Coarse Aggregate: Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 94°F
Concrete Range: 91°F
Admixtures: Slump Range (inches): 5"
I Weather Conditions: Hazey
2 Time Started: 01:30 pm
Added Water: 0 Gallons Time Completed: 03:15 pm
Sample Air Content (%): N/A
Total Cubic Yards Placed: 20
Required Strength (Lbs./sq.in.): 3,000
01:57 pm
02:30 pm
125' W. of 3' up on SE Retainer Wall(From
East fire hydrant)
806/1056834
Specimen Measured Age Date Tosai Load Compeessive Strength Remarks
Number Slump (in.) (Days) Tesmd (Lbs,) (Lbs,/Sq.ln.)
CTC 41 7 05/28/98 91,500 3,240
CTC 42 28 06/18/98
5"
CTC 43 28 06/18/98
CTC 44 H HOLD
Test Metl'a:)ds Utilized Fracture Regular Cylinders Made By: DF
ASTM C-31.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 & loiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
our prior written app,'oval. Our letters and reports apply Olliy tO the sample tested and/or inspected and ~ IleceaSarlly indicative or' the quantities of apparently idelglcal of slmtlar prod~lCtS.