WA9302A-LR 960628G 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: Junrl4, 1996
City of Coppell
Village Parkway Pump Station Addition
North Texas Municipal Construction Co., Inc.
DFW Redimix, Inc.
Piers
s~e/ Ba~h w~. INSPECTION DATA
Description (Lbs. / Cu. Yd)
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 5
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
6500 Time Sample Batched: N/A
Time Sampled: 1:20 pm
Sample Location: Piers 7 and 8
Truck/Ticket No: 306/4622
Temperature:
Ambient Range: 96°F
Concrete Range: 92°F
Slump Range (inches): 5"
Weather Conditions: Sunny
Time Started: 1:00 pm
~ Time Completed: 2:00 pm
0 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 6 C.Y.
Required Strength (Lbs./sq. in.): 4,000 psi
Specimen
Number
VPP 17
VPP 18
VPP 19
VPP 20
Test Methods Utiliz~
ASTM C-31,C-39,C-143
Remarks and/or Dislribution:
Mcasurc. d
sh~p (in.)
Age Date ToUl Load Comprc~ivc ~
(Days) Tested (Lbs.) (Lbs./Sq.h.)
7 06/21/96 104,380 3,690
7 06/21/96 100,220 3,550
28 07/12/96
28 07/12/96
Fracture Regular
(Unless Noted CRherwisc) Cylinders Made By: Cody
Remarks
Mr. Larry Davis - City of Coppell
Mr. Mike Diagre - North Texas Municipal Construction Co.
Mr. Gary Hendricks - Shimek, Jacobs and Finklea
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