WA9302A-LR 960626 (6)G
EOTECH N ICAL
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:
Admixtures:
|
2
Added Water:
June 26, 1996 Date Concrete Placed: May 29, 1996
City of Coppell
Village Parkway Pump Station Addition
North Texas Municipal Construction Co., Inc.
DFW Redimix, Inc.
Piers A-l, B-I
S,,.rce, .a,c,, w~, INSPECTION DATA
Description (Lbs./Cu. Yd)
6.5 Sack Time Sample Batched: 1: 10 pm
Time Sampled: 1:45 pm
Stunpie Location: Piers A-I, B-1
Truck/Ticket No: 302/5959
Temperature:
Ambient Range: 98°F
Concrete Range: 85 °F
Slump Range (inches): 5%"
Weather Conditions: Sunny
Time Started: 7:30 am
Time Completed: 3:30 pm
0 Gallons Sample Air Content (%): 3~h"
Total Cubic Yards Placed: 10 C.Y.
Required Strength (Lbs./sq.in.): 4,000 psi
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: I
Specimen Measured Age Date
Number Slump (in.) (Days) Tcsled
VPP 1 5 V2" 7 06/05/96
VPP 2 5 ~" 7 06/05/96
VPP 3 5 %" 28 06/26/96
VPP 4 5 V2" 28 06/26/96
Test Methods Utilized Fracture Regular
ASTM C-31 .C-39. C- 143 (Unless Noted Otherwise)
Remarks and/or Distribution:
Total Load Compresslye Strengdu
(Lbs.) (Lbs./Sq,ln.)
86,420 3,060
97,080 3,430
Cylinders Made By: L,D.
Remarks
CC:
Mr. Larry Davis - City of Coppell
Mr. Mike Diagre - North Texas Municipal Construction Co.
Mr. Gary Hendricks - Shimek, Jacobs and Finklea
Reviewed