WA9302A-LR 960626G
EOTECH N ICAL
E NGINEERING
E NVIRONMENTAL
10046 Monroe Drive · Dallas, Texas 75229
GEE Consultants, Inc.
· (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
June 26, 1996 Date Concrete Placed: May 31, 1996
City of Coppell
Village Parkway Pump Station Addition
North Texas Municipal Construction Co., Inc.
DFW Redimix, Inc.
Piers B-3, C-3, SW-1, SW-2
S~e/ Ba~h w~. INSPECTION DATA
D escriptim (Lbs./Cu. Yd)
Standard 6"x12'
Area 28.27 Square Inches
Concrete Report No.: 3
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
0 Gallons
Time Sample Batched: 11: 10 am
Time Sampled: 11:40 pm
Sample Location: Piers B-3, C-3, SW-1, 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 (%):
Total Cubic Yards Placed: 10 C.Y.
Required Strength (Lbs./sq. in.): 4,000 psi
VPP 9
VPP 10
VPP 11
VPP 12
Test Methods Utilized
ASTM C-31,C-39,C-143
Rermrks and/of Distribution:
Measured Age Date
Slump (iu.) (Days) Test~l
6" 7 06/07/96
6" 7 06/07/96
6" 28 06/28/96
6" 28 06/28/96
Fracture Regular
(Unless Noted Otherwise)
Total Load Cc~pressive Strength
<t~.>
97,200 3,440
106,260 3,760
Cylinders Made By: L.D.
R~marks
Co:
Mr. Larry Davis - City of Coppell
Mr. Mike Diagre - North Texas Municipal Construction Co.
Mr. Gary Hendricks - Shimek,/acobs and Finklea