Town Center L1B2-LR 980507· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING
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: May 7, 1998 Date Concrete Placed: April 29, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #41
Piers
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 4
Project No.: 298-0165
MATERIALS so~c, ssD B~h w,,. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 9506 Time Sample Batched: 11:48 am
Cement: Time Sampled: 12:25 pm
Sample Location: B.3-3; A.9-2.6; A.7-2
Fly Ash: Track/Ticket No: 713/1037083
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 56°F
Concrete Range: 75°F
Fine Aggregate: Slump Range (inches): 3~A"
Admixtures: Weather Conditions: Partly Cloudy
1 Time Started: 07:30 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
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Scl.la.)
CTC 13 7 05/06/98 99,520 3,520
CTC 14 28 05/27/98
CTC 15 28 05/27/98
CTC 16 FI Fiold
Test Mefl'.ods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31,C-39,C-143 (Unless No.x[ Olherwise)
Remarks and/or Disu'ibution:
cc:
Mr. lohn Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineenng
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)