ST0301C-LR160907 (2)[G• GEOTECHNICAL ENGINEERING
E -ENVIRONMENTAL CONSULTING GEE Cons ltan C.!l Inc.
E 9 CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date:
October 7, 2016 Date Concrete Placed:
Client:
City of Coppell
Project:
Bethel & Coppell Road
Contractor:
Axis Contracting
Concrete Supplier and Plant:
Martin Marietta 141
September 7, 2016 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 124
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
2:36 PM
Cement: 6 Sack
Time Sampled:
3:15 PM
Remarks
Sample Location:
Driveway at 300 Bethel Rd.
Fly Ash:
Truck / Ticket No:
0000/3535410
Coarse Aggregate:
Temperature:
BCR 543
Intermediate Aggregate:
Ambient Range:
94 OF
Fine Aggregate:
Concrete Range:
98 OF
BCR 544
Slump Range (inches):
5.0
Admixtures:
Weaiher Conditions:
Cloudy
I
Time Started:
12:30 PM
2
Time Completed:
5:00 PM
4,510
Sample Air Content
3.1
Added Water: 0 Gal
Total Cubic Yards Placed:
9.0
R uired Strength (Lbs./sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 542
5
9/12/16
98,060
3,470
BCR 543
7
9/14/16
111,260
3,940
BCR 544
5.0
28
10/5/16
127,460
4,510
BCR 545
28
10/5/16
127,380
4,510
BCR 546
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(o)coppelltx.gov
Ms. Halie Hernandez - City of Coppell via Email: hbemandezC&,coppeIltx.go
Mr. George Marshall - City of Coppell via Email: gmarshaII(o-),coppeIItx.gov
Mr. Robert Caudill - Tisco Paving via Email: rcaudillCa),tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-32
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products,