HomeMy WebLinkAboutFargo Consultants, Inc. - 5/18/20172324 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.: 3990790
Ambient Temp. (°F): 83
Concrete Temp. (°F): 78
Time Batched: 9:20 AM
Time Sampled: 9:45 AM
SAMPLE DATE 5/18/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 0000
Mix Id Number: F8205
Air Content (%): 2.6 (ASTM C231)
Water Added (gal): 10
Slump (inches) 4 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Fire Lane - North Site Grid Point 0-34
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
3
5/21/2017
39440
3140
1B
7
5/25/2017
39460
3140
1 C
28
6/15/2017
54680
4350
1D
28
6/15/2017
50305
4000
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: Concrete was conveyed via concrete pump truck.
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.: 618
Ambient Temp. (°F): 82
Concrete Temp. (°F): 76
Time Batched: 8:10 AM
Time Sampled: 9:15 AM
SAMPLE DATE 5/18/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Fx Material, LLC
Plant/Truck: 01 / Osbur
Mix Id Number: F8205
Air Content (%): 2.1 (ASTM C231)
Water Added (gal): 10
Slump (inches) 7 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Fire Lane - North Site Grid Point M-33
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2A
3
5/21/2017
33995
2710
2B
7
5/25/2017
34395
2740
2C
28
6/15/2017
50930
4050
2D
28
6/15/2017
56545
4500
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: Concrete was conveyed via concrete pump truck.
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.: 631
Ambient Temp. (°F): 88
Concrete Temp. (°F): 78
Time Batched: 10:26 AM
Time Sampled: 11:45 AM
SAMPLE DATE 5/18/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Fx Material, LLC
Plant/Truck: 01 / Osbur
Mix Id Number: F8205
Air Content (%): 2.2 (ASTM C231)
Water Added (gal): 10
Slump (inches) 6 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Fire Lane - North Site Grid Point G-33
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
3A
3
5/21/2017
48335
3850
313
7
5/25/2017
49815
3960
3C
28
6/15/2017
61425
4890
3D
28
6/15/2017
61150
4870
3E
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 was conveyed via concrete pump truck.
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