ST0301C- LR151208G1 * GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
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Report Date: December 8, 2015 Date Concrete Placed: November 9, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road (Revised) Concrete Report No.: 35
Contractor: Iowa Bridge & Culvert Lc. Project No.: 215-140
Concrete Supplier and Plant: LMC 952
Location of Placement: Rail Wall, E. Side of Box Culvert
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
8:22 AM
Cement:
Time Sampled:
9:25 AM
Remarks
Sample Location:
Rail Wall at 10' N. of S. End
Fly Ash:
Truck / Ticket No:
1417/62988894
Coarse Aggregate:
Temperature:
BCR 162
Intermediate Aggregate:
Ambient Range:
57 OF
Fine Aggregate:
Concrete Range:
73 OF
BCR 163
Slump Range (inches):
4.75
Admixtures:
Weather Conditions:
Cloudy
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'rime Started:
7:15 AM
2
Time Completed:
12:15 PM
5,680
Sample Air Content
4.25
Added Water: 10 Gallons
Total Cubic Yards Placed:
9.0
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Reanired Strenp-th (lb-Iso-in.l:
3-600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 161
3
11/12/15
126,280
4,470
BCR 162
7
11/16/15
131,200
4,640
BCR 163
4.75
28
12/7/15
149,740
5,300
BCR 164
28
12/7/15
160,580
5,680
BCR 165
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Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
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ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: RodelK6,coppelltx.go
Mr. Michelle Matunas - City of Coppell via Email: mmatunas((_ecoppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallQ)coppelltL.gov
Mr. Robert Caudill - Tisco Paving via Email: rcaudillCcijiseopaving.com
Inc.
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All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the fall 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,