HomeMy WebLinkAboutFargo Consultants, Inc. - 2/2/2017 (3)■ ■ A 14.J O
FARGO CONSULTANTS. ING.
2324 Fabens Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: JLB Partners, LP
PROJECT: Grapevine Bluffs
Grapevine, Texas
CONCRETE INFORMATION
Contractor: Jackson Contruction, LTd
Ticket No.: 580162
Ambient Temp. (OF): 47
Concrete Temp. (OF): 62
Time Batched: 11:10 AM
Time Sampled: 12:15 PM
Weather Condition: Clear
Location of Placement: Inlet Walls -Line D4, Station 0+16
SAMPLE DATE 2/2/2017
JOB NO.: M16-4962
Concrete Supplier: Cow Town
Plant/Truck: 2 / Jet 8
Mix Id Number: 257
Air Content (%): 3.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 4 1/2 (ASTM C143)
Mix Design Strength of Concrete (3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
I Strength (psi)
1 A
7
2/9/2017
41080
3270
1 B
28
3/2/2017
49540
3940
1 C
28
3/2/2017
51260
4080
1 D
Hold
Cylinder Type: Nominal Cylinder Size (ASTM C39) 4 -inch by 8 -inch
Test Methods: Making and Curing (ASTM C31) Testing Methods (ASTM C39)
Remarks: Informed superintendent of all field test results.
Technician D. Udeogu
Fargo Consultants, Inc.
Checked By
Davis Udeogu
Project Manager
The information and results shown on this report arc for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based on
data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
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