HomeMy WebLinkAboutFargo Consultants, Inc. - 2/17/2017 (5)F GO
FARP❑ CONSULTAKT& IINO,
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: Jackson Constru. LTD
Ticket No.: 12310738
Ambient Temp. (°F): 54
Concrete Temp. (°F): 68
Time Batched: 8:50 AM
Time Sampled: 9:40 AM
Weather Condition: Clear
SAMPLE DATE 2/17/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Argos
Plant/Truck: 123 / 0
Mix Id Number: 1619
Air Content (%): 3.7 (ASTM C231)
Water Added (gal): 0
Slump (inches) 41 /2 (ASTM C143)
Location of Placement: Inlet Box - Line B-2, Station 2+75 and Line B, Station 1+01
Inlet Top - Line B-4, Station 1+06
Mix Design Strength of Concrete ( 3600 psi/28 days)
Cylinder Number
Age
(days)
I Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
7
2/24/2017
51950
4130
1B
28
3/17/2017
65030
5180
1 C
28
3/17/2017 64880
5160
1D
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 S. Clark
Fargo Consultants, Inc.
Checked By
�r
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
www.daBasfargo.com