HomeMy WebLinkAboutFargo Consultants, Inc. - 5/31/20172324 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
CONCRETE INFORMATION
Contractor: Fx Concrete
Ticket No.: 826
Ambient Temp. (°F): 72
Concrete Temp. (°F): 86
Time Batched: 7:11 AM
Time Sampled: 8:25 AM
Weather Condition: Cloudy
Location of Placement: Fire Lane - North Site Grid Point L-8
SAMPLE DATE 5/31/2017
JOB NO.: M16-4962
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / Osburn
Mix Id Number: F8205
Air Content (%): 6 (ASTM C231)
Water Added (gal): 0
Slump (inches) 3 (ASTM C143)
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
7
6/7/2017
37890
3020
1B
28
6/28/2017
58840
4680
1 C
28
6/28/2017
55320
4400
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.
Test locations are referenced using an in-house system and are approximate.
Technician C. Whitmore
Fargo Consultants, Inc.
rDq�_
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.: 838
Ambient Temp. (°F): 82
Concrete Temp. (°F): 90
Time Batched: 10:02 AM
Time Sampled: 11:00 AM
SAMPLE DATE 5/31/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / Osburn
Mix Id Number: F8205
Air Content (%): 4 (ASTM C231)
Water Added (gal): 10
Slump (inches) 6 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Fire Lane -North Site Grid Point M-11
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2A
7
6/7/2017
37765
3010
2B
28
6/28/2017
56300
4480
2C
28
6/28/2017
52125
4150
2D
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 C. Whitmore
Fargo Consultants, Inc.
rDq�_
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.: 850
Ambient Temp. (°F): 91
Concrete Temp. (°F): 94
Time Batched: 11:55 AM
Time Sampled: 1:00 PM
SAMPLE DATE 5/31/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / Osburn
Mix Id Number: F8205
Air Content (%): 4.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 3 1/2 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Fire Lane - North Site Grid Point Q-10
Mix Design Strength of Concrete ( 4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
3A
7
6/7/2017
41115
3270
313
28
6/28/2017
57630
4590
3C
28
6/28/2017
56530
4500
3D
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 C. Whitmore
Fargo Consultants, Inc.
rDq�_
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