Town Center L1B2-LR 980622GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
EL
GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 ·
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 22, 1998 Date Concrete Placed: June 12, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix/Plant #10
Panels
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 13
Project No.: 298-0165
MATERIALS Sou,cci SSO ~atc, W~. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 645 Time Sample Batched:
Cement: Time Sampled:
Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: 1" Temperature:
Intermediate Aggregate: Ambient Range: 101 °F
Concrete Range: 107°F
Fine Aggregate: Slump Range (inches): 6~.
Admixtures: Weather Conditions: Clear
1 Time Started: 12:30 pm
2 Time Completed: 04:00 pm
Added Water: 20 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3.500
12:20 pm
01:10 pm
Panels - # 1,3,11.13.16.17.19,21 & 24
126/102678
Sp~:lmen Measured Age Date To,al Load Compressive Strength Remarka
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 53 7 06/19/98 86,740 3,070
CTC 54 i0 06/22/98 89,560 3,170
CTC 55 63A" 28 07/10/98
CTC 56 28 07/10/98
CTC 57 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: HG
ASTM C-31,C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
CCi
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)
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are nol.,flecessattly indicative of the qtlaotltleS of appareotly ~dentlcal or slmllal' products.