HomeMy WebLinkAboutFargo Consultants, Inc. - 7/26/20172324 Fabens Rd. • Dallas, Texas 75229
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Fnxaa CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: JLB Partners, LP
PROJECT: Grapevine Bluffs
Grapevine, Texas
Contractor: FX Concrete
Ticket No.: 1847
Ambient Temp. (°F): 84
Concrete Temp. (°F): 90
Time Batched: 7:21 AM
Time Sampled: 8:30 AM
Weather Condition: Clear
SAMPLE DATE 7/26/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material
Plant/Truck: 1 / 1004
Mix Id Number: F9506
Air Content (%): 1.5 (ASTM C231)
Water Added (gal): 15
Slump (inches) 5 (ASTM C143)
Location of Placement: Footing, Bldg. 19 - North Site Grid Point 0-36
Mix Design Strength of Concrete ( 3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
7
8/2/2017
29100
2320
1B
28
8/23/2017
44740
3560
1 C
28
8/23/2017
45165
3590
1D
28
8/23/2017
47215
3760
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 M. Strom
Fargo Consultants, Inc.
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.dagasfargo.com
2324 Fabens Rd. • Dallas, Texas 75229
r
Fnxaa CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: JLB Partners, LP
PROJECT: Grapevine Bluffs
Grapevine, Texas
Contractor: FX Concrete
Ticket No.: 4125320
Ambient Temp. (°F): 90
Concrete Temp. (°F): 92
Time Batched: 10:27 AM
Time Sampled: 11:15 AM
Weather Condition: Clear
SAMPLE DATE 7/26/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 1005
Mix Id Number: 9506
Air Content (%): 1.8 (ASTM C231)
Water Added (gal): 15
Slump (inches) 5 (ASTM C143)
Location of Placement: Footing, Bldg. 19 - North Site Grid Point N-37
Mix Design Strength of Concrete ( 3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2A
7
8/2/2017
37650
3000
2B
28
8/23/2017
46175
3670
2C
28
8/23/2017
44510
3540
2D
28
8/23/2017
47955
3820
2E
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 M. Strom
Fargo Consultants, Inc.
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.dagasfargo.com