ST0301C-LR160914A * GEOTECHNICAL ENGINEERING
E I - ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
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GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 •Fax (214) 352-6972
Report Date: September 14, 2016 Date Concrete Placed: August 12, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 120
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta/ 141
Location of Placement: Driveway at 264
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
12:48 PM
Cement: 6 Sack
Time Sampled:
1:20 PM
Remarks
Sample Location:
Driveway at 264, N. Half
Fly Ash:
Truck / Ticket No:
0000/3498613
Coarse Aggregate:
Temperature:
BCR 526
Intermediate Aggregate;
Ambient Range:
104 OF
Fine Aggregate:
Concrete Range:
102 OF
BCR 527
Slump Range (inches):
5.75
Admixtures:
Weather Conditions:
Clear
I
Time Started:
11:45 AM
2
Time Completed:
3:00 PM
Sample Air Content (%):
4.0
Added Water: 0 Gal
Total Cubic Yards Placed:
10.0
(Unless Noted Otherwise)
Required Strength tLbs./so.in.l:
3.600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 525
7
8/19/16
96,380
3,410
BCR 526
28
9/9/16
104,920
3,710
BCR 527
5.75
28
9/9/16
105,500
3,730
BCR 528
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H
H
I
I
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Test Methods Utilized
Fracture Regular
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: RodcllCo),coPJ)cI1tx,gov
Ms. Halic Hernandez - City of Coppell via Email: hhcmandez(a,coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallCa)copPclltx.go
Mr. Robert Caudill - Tisco Paving via Email: rcaudill(a)tiseopaving.com
Inc.
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.