ST0301C- LR160225GIs GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Report Date:
February 25, 2016 Date Concrete Placed:
Client:
City of Coppell
Project:
Bethel & Coppell Road
Contractor:
Axis Contracting
Concrete Supplier and Plant:
TXI Operations. LP/141
Location of Placement:
Sidewalk at N. Bound form Bethel Rd. to 572
January 28, 2016 Standard 6"x12"' Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 64
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8272
Time Sample Batched:
11:00 AM
Cement: 5 Sacks
Time Sampled:
11:50 AM
Fly Ash:
Sample Location:
Sidewalk at 20' S. of 615, N.
Coarse Aggregate:
Truck / Ticket No:
Bound
0000/64442
Intermediate Aggregate:
'Temperature:
BCR 292
Fine Aggregate:
Ambient Range:
59 OF
Admixtures:
Concrete Range:
63 OF
BCR 293
Slump Range (inches):
4.0
l
Weather Conditions:
Clear
2
Time Started:
10:15 AM
Added Water: 0 Gal
Time Completed:
3:45 PM
Sample Air Content (%):
4.5
Fracture Regular
Total Cubic Yards Placed:
20.0
(Unless Noted Otherwise)
R e..rindrP.rl Rtri-ndth (t he /en in 1•
1 Mn
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 291
7
2/4/16
108,500
3,840
BCR 292
4.0
28
2/25/16
119,680
4,230
BCR 293
28
2/25/16
128,580
4,550
BCR 294
H
H
Test Methods Utilized
1
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(@,cot)velltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a),coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshalI2coppelltx.a2v
Mr. Robert Caudill - Tiseo Paving via. Email: rcaudill(iMseopaving.com
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.