WA9302A-LR 960626 (2)G
EOTECHNICAL
E NGINEERING
E NVIRONMENTAL
GEE Consultants, inc.
10046 Monroe Drive ·
Dallas, Texas 75229
(214) 352-5433 ·
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Adm i xtures:
2
Added Water:
June 26, 1996 Date Concrete Placed: May 31, 1996
City of Coppoll
Village Parkway Pump Station Addition
North Texas Municipal Construction Co., Inc.
DFW Redimix, Inc.
Piers B-3, C-3, SW-1, SW-2
So.,ce/ ha,oh w~. INSPECTION DATA
Description (Lbs,/Cu. Yd)
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 3
0 Gallons
Time Sample Batched: 11:10 am
Time Sampled: 11:443 pm
Sample Location: Piers B-3, C-3, SW-I, SW-2
Truck/Ticket No: 303/5731
Temperature:
Ambient Range: 90°F
Concrete Range: 80°F
Slump Range (inches): 6"
Weather Conditions: Cloudy
Time Started: 7:30 am
Time Completed: 1:30 pm
Sample Air Content (%): 3~"
Total Cubic Yards Placed: 10 C.Y.
Required Strength (Lbs./sq.in.): 4,000 psi
Specilnen Mcasured Age Date
Number Slump (in.) (Days) Tested
VPP 9 6" 7 06/07/96
VPP 10 6" 7 06/07/96
VPP 11 6" 28 06/28/96
VPP 12 6" 28 06/28/96
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless Noted Oilierwise)
Remarks and/or Distribution:
Total Load Compressire Sirengrit
(Lbs.) (Lbs./Sq.ht.) Reinarks
97,200 3,440
106,260 3,760
CylilxJers Made By: L,D.
CO:
Mr. Larry Davis - City of Coppell
Mr. Mike Diagre - Norill Texas Municipal Construction Co.
Mr. Gary Hendricks - Shimek, Jacobs aad Finklea
Reviewed