WA9302A-LR 960628 (2)G EOTECHNICAL
E
10046 Monroe Drive
NGINEERING
E NVIRONMENTAL
· 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 28, 1996 Date Concrete Placed: Junrl3, 1996
City of Coppell
Village Parkway Pump Station Addition
North Texas Municipal Construction Co., Inc.
DFW Redimix, Inc.
Piers
so~/ ~a~h w~. INSPECTION DATA
Descriptiat ( Lbs./Cu. Yd)
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 4
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
15 Gallons
Time Sample Batched: 11:25 am
Time Sampled: 12:45 pm
Sample Location: Piers 4 and 5
Truck/Ticket No: 306/4628
Temperature:
Ambient Range: 94°F
Concrete Range: 92°F
Slump Range (inches): 4.5'
Weather Conditions: Sunny
Time Started: 12:30 pm
Time Completed: 1:15 pm
Sample Air Content (%): N/A
Total Cubic Yards Placed: 15 C.Y.
Required Strength (Lbs./sq.in.): 4,000 psi
specimen Measured Age Date
Number Slump (in.) (Days) Tested
VPP 13 4.5" 7 06/20/96
VPP 14 4.5" 7 06/20/96
VPP 15 4.5" 28 07/11/96
VPP 16 4.5" 28 07/11/96
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless Noted Otherwise)
Remarks and/ur Distribution:
(L~.) (Lbs./Sq.ln.)
85,960 ' 3,040
96,460 3,410
Cylin&:rs Mad~ By: Cody
Rcmarka
Mr. Larry Davis - City of Coppell
Mr. Mike Diagre - North Texas Municipal Construction Co.
Mr. Gary Hendricks - Shimek, Jacobs and Finklea