HomeMy WebLinkAboutFargo Consultants, Inc. - 12/29/2017FARGO CONSULTANTS, INC.
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
SAMPLE DATE 12/29/2017
JOB NO.: M16-4962
Contractor: FX Grapevine Concrete Supplier: Marietta Martin
Ticket No.: 4423506 Plant/Truck: 142 / 0000
Ambient Temp. (OF): 37 Mix Id Number: 8204
Concrete Temp. (OF): 55 Air Content (%): 3.7 (ASTM C231)
Time Batched: 8:14 AM Water Added (gal): 0
Time Sampled: 8:30 AM Slump (inches) 5 1/4 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Sidewalk - North Site Grid Point M-26
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
7
1/5/2018
44980
3580
1B
28
1/26/2018
58385
4650
1 C
28
1/26/2018
58480
4650
1D
28
1/26/2018
56430
4490
1E
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.
Test locations are referenced using an in-house system and are approximate.
Technician S. Lewis
Fargo Consultants, Inc.
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Davis Udeogu
Project Manager
The information and results shown on this report are 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.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
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