ST0301C- LR150722G1 * GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 •Fax (214) 352-6972
Report Date: July 22, 2015 Date Concrete Placed: June 23, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28,27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 05
Contractor: Iowa Bridge & Culvert LC Project No,: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: Box Culvert Walls
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
Time Sampled:
Cement:
Sample Location:
Fly Ash:
Truck / Ticket No:
Coarse Aggregate:
Temperature:
intermediate Aggregate:
Ambient Range:
Concrete Range:
Fine Aggregate:
Slump Range (inches):
Admixtures:
Weather Conditions:
Time Started:
Time Completed:
2
Sample Air Content (%):
Added Water: 0
Gallons
Total Cubic Yards Placed:
Re uired Strength (Lbs./scl.in.):
'u're"'
Specimen
Measured
Age
Date
Total Load
Compressive Strength
,
Number
Slump (in.)
(Days)
Tested
(Lbs.)
:
4
(Lbs,/Sq.1n.)
— —
BCR 19
3
6/26/15
91,520 3,240
0
BCR 20
7
6/30/15
133,540 4,720
i
BCR 21 125
28
7/21/15
146,590 5,190
BCR 22
28
7/21/15
159,840 5,650
BCR 23
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: BT
ASTM C-31, C-39, C-143
1 (Unless Noted otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: rodell 2(covpelltx.go
Mr. Michelle Matunas - City of Coppell via Email: rnmatunas(c_sj�lltx�-(�Y_
Mr. George Marshall - City of Coppell via Email: gmarshall(ir ,coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillCa�,tiseopaving.cona
A
2:37 PM
3:26 PM
Two Southern Most Walls
1416/63092105
94 OF
100 OF
3.25
Clear
1:00 PM
4:45 PM
3.0
6.0
3600
Remarks
GEE Consultants, Inc. TBPE Firm: -3212 Reviewe Ur •____ must receive
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 four name
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.