ST0301C-LR160908G1 9 GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
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Report Date:
September 8, 2016 Date Concrete Placed: August 31, 2016
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional
Area: 28.27 Square inches
Project:
Bethel & Coppell Road
7
Concrete Report No.: 123
Contractor:
Mel Electric LP
Project No.: 215-140
Concrete Supplier and Plant:
LMC 956
9/28/16
Location of Placement:
Light Pole Foundation Pier
BCR 540
4.0
MATERIALS
Source / SSD Batch Wts.
Description (Lbs/CuYd)
OBSERVATION DATA
Mix Number:
1261.3000
Time Sample Batched:
12:30 PM
Cement:
I
Time Sampled:
1:20 PM
Fly Ash:
Fracture Regular
1
Sample Location:
Light Pole Foundation at SEC of
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
0 Gal
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
Ri-nitirpel 0tri-roath ll he len in
Dculet Ku. and Hearthstone Ln.
(E.)
0330/76830565
93 OF
99 OF
4.0
Partly Cloudy
12:15 PM
2:45 PM
3.7
5.0
1 nnh
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 538
7
9/7/16
110,531
3,910
BCR 539
28
9/28/16
BCR 540
4.0
28
9/28/16
BCR 541
I
H
Hold
I
I
I
Test Methods Utilized
Fracture Regular
1
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: RodelICO),coppelltx.gov
Ms. Halie Hernandez - City of Coppell via Email: hhernandez(&,copj)clltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(&,coppelltx.gov
Mr. Robert Caudill - Tisco Paving via Email: rcaudil1C&.tiseopaving.corn
GEE Consultants. Inc. TBPE Firm: F-3212
Reviewed
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,