ST0301C- LR151105 (2)V i • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe drive • Dallas, Texas 75229 • (214) 352-5433 •
Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
November 5, 2015
City of Coppell
Bethel & Coppell Road
Axis Contrcating, Inc
Txi Operations. Lp #141
Paving Sidewalk
Date Concrete Placed: October 8, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 29
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8272
Time Sample Batched:
7:25 AM
Cement: 5 Sack
Time Sampled:
8:23 AM
Fly Ash:
Sample Location:
In Front of Robertson's Pool, 60'
Coarse Aggregate:
Truck / Ticket No:
N. of Heath Ln,
0000/3017638
Intermediate Aggregate:
Temperature:
BCR 132
Fine Aggregate:
Ambient Range:
70 OF
Admixtures:
Concrete Range:
82 OF
BCR 133
Slump Range (inches):
5.75
1
Weather Conditions:
Clear
2
Time Started:
7:00 AM
Added Water: 0 Gallons
Time Completed:
1:00 PM
4,060
Sample Air Content (%):
4.5
Total Cubic Yards Placed:
10
Rennired Stre.noth (Lbs /en in 1-
2 rnn
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 131
3
10/11/15
76,380
2,700
BCR 132
7
10/15/15
83,180
2,940
BCR 133
5.75
28
11/5115
103,900
3,680
BCR 134
28
1115115
114,740
4,060
BCR 135
H
H
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: RB
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(7a,eoppelltx.gov,
Mr. Michelle Matunas - City of Coppell via Email: mmanmas cr,conpelltx.eov
Mr. George Marshall - City of Coppell via Email: gmarshall a COppelltx.t?ov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill a()tiseopaving.com
GEE Consultants, u tants, Inc. T=rE Firm: F-3212 Reviewed by
0,24014�11
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.