HomeMy WebLinkAboutFargo Consultants, Inc. - 12/7/2017FARGO 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
Contractor: FX Grapevine
Ticket No.: 4392386
Ambient Temp. (OF): 38
Concrete Temp. (OF): 65
Time Batched: 8:56 AM
Time Sampled: 9:20 AM
SAMPLE DATE 12/7/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 01
Mix Id Number: 8204
Air Content (%): 3.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 5 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Sidewalk adjacent to Bldg 1 (grid point P-24)
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1 A
7
12/14/2017
44125
3510
1 B
28
1/4/2018
67275
5350
1 C
28
1/4/2018
64015
5090
1 D
28
1/4/2018
60935
4850
1 E
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: Concrete conveyed via concrete pump truck.
Test locations are referenced using an in-house system and are approximate.
Technician M. Ramirez
Fargo Consultants, Inc.
r-_DW__,5_
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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