ST0301C- LR150626INICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972'
Report Date:
June 26, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Bethel & Coppell Road
Contractor:
Iowa Bridge & Culvert LC
Concrete Supplier and Plant:
LMC 956
Location of Placement:
Box Culvert Walls
June 19, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 04
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
1:54 PM
Cement:
Time Sampled:
2:55 PM
Fly Ash:
Sample Location:
Middle Two Culvert Walls
Coarse Aggregate:
Truck / Ticket No:
7060/63091967
3,850
Temperature:
BCR 15
Intermediate Aggregate:
Ambient Range:
96 OF
Fine Aggregate:
Concrete Range:
102 OF
Admixtures:
Slump Range (inches):
2.0
7/18/15
Weather Conditions:
Partly Cloudy
Time Started:
1:00 PM
2
Time Completed:
4:00 PM
Added Water: 20 Gallons
Sample Air Content
3.0
_T(Unless
Total Cubic Yards Placed:
12
Qf__. k it 1" / '*_ N.
'24AA
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 14
3
6/22/15
108,760
3,850
BCR 15
7
6/26/15
132,820
4,700
BCR 16
2.0
28
7/18/15
BCR 17
28
7/18/15
BCR 18H
_T(Unless
Test Methods Utilized
ASTM C-31, C-39, C-143
Fracture Regular
Noted Otherwise)
Cylinders Made By: BT
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a-),col2l)elltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a-),coppelltx.gov
Mr. George Marshall - City of Coppell via Email: grnarshalinacoppelltx.gov
Mr. Robert Caudill - Tisco Paving via Email: rcaudill((Ttiseopaving.com
GEE Consultants, Inc. TBPE Firm: F,
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.