HomeMy WebLinkAboutFargo Consultants, Inc. - 7/28/20172324 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 Grapevine
Ticket No.: 1903
Ambient Temp. (°F): 84
Concrete Temp. (°F): 90
Time Batched: 7:33 AM
Time Sampled: 8:30 AM
SAMPLE DATE 7/28/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 1 / 1001
Mix Id Number: F8205
Air Content (%): 4.6 (ASTM C231)
Water Added (gal): 0
Slump (inches) 5 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Dumpster Pad - South Site Grid Point T-40
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
3
7/31/2017
49560
3940
1B
7
8/4/2017
52355
4170
1 C
28
8/25/2017
59305
4720
1D
28
8/25/2017
58705
4670
1E
28
8/25/2017
60225
4790
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 C. Lewis
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 Grapevine
Ticket No.: 1907
Ambient Temp. (°F): 90
Concrete Temp. (°F): 95
Time Batched: 11:39 AM
Time Sampled: 12:10 PM
SAMPLE DATE 7/28/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / 1004
Mix Id Number: F8205
Air Content (%): 4.7 (ASTM C231)
Water Added (gal): 10
Slump (inches) 6 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Dumpster Pad - South Site Grid Point U-21
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2A
3
7/31/2017
45505
3620
2B
7
8/4/2017
53590
4260
2C
28
8/25/2017
60665
4830
2D
28
8/25/2017
62600
4980
2E
28
8/25/2017
65815
5240
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 A. Poor
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