ST0301C- LR151218G1 • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E ( • CONSTRUCTION MATERIALS TESTING
GEE Consul''tants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 •
Fax (214) 352-6972
•
Report Date:
December 18, 2015 Date Concrete Placed: November 14, 2015
Standard 6°x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
- Project:
Bethel & Coppell Road
Concrete Report No.: 38
Contractor:
Tiseo Paving Company Inc.
4,980
Project No.: 215-140
Concrete Supplier and Plant:
LMC 956
28
12/12/15
Location of Placement:
Inlet, E. Side of S. Coppell Rd.
BCR 176
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
190,500+
6,740+
Description (Lbs/CuYd)
BCR 177
Mix Number:
1701
"rime Sample Batched:
12:21 PM
Cement:
6 Sack
Time Sampled:
Sample Location:
1:01 PM
Inlet at NWC. of 616 and 572 S.
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
10 Gallons
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
n,.,...;. .i C+--th fT he /cn in l
Coppell Rd.
0000/63096790
64 OF
76 OF
2.75
Partly Cloudy
11:00 AM
2:15 PM
No Test
6
4100
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
BCR 174
6
11/20/15
140,780
4,980
BCR 175
28
12/12/15
187,740
6,640
BCR 176
2.75
28
12/12/15
190,500+
6,740+
BCR 177
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RG
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellgcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(&,coppelltx,gov
Mr. George Marshall - City of Coppell via Email: g_marshall(&eoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a7tiseopaving.com
Firm: F-3212
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
aur 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.