HomeMy WebLinkAboutFargo Consultants, Inc. - 6/2/2017 (4)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.: N/A
Ambient Temp. (°F): 78
Concrete Temp. (°F): 82
Time Batched:
Time Sampled: 6:25 AM
SAMPLE DATE 6/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: N/A
Mix Id Number: N/A
Air Content (%): 3 (ASTM C231)
Water Added (gal): 15
Slump (inches) 7 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 10 Pour 2 -Grid Point T-47
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
7
6/9/2017
35795
2850
1B
28
6/30/2017
39840
3170
1 C
28
6/30/2017
42730
3400
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: *Concrete batch ticket could not be obtained by technician due to heavy rain conditions.
Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician Z. Bender
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.: N/A
Ambient Temp. (°F): 78
Concrete Temp. (°F): 82
Time Batched:
Time Sampled: 7:05 AM
SAMPLE DATE 6/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: N/A
Mix Id Number: N/A
Air Content (%): 2.5 (ASTM C231)
Water Added (gal): 10
Slump (inches) 8 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 10 Pour 2 -Grid Point R-47
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2A
7
6/9/2017
25110
2000
2B
28
6/30/2017
41290
3290
2C
28
6/30/2017
42320
3370
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: *Concrete batch ticket could not be obtained by technician due to heavy rain conditions.
Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician Z. Bender
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.: N/A
Ambient Temp. (°F): 80
Concrete Temp. (°F): 81
Time Batched:
Time Sampled: 8:10 AM
SAMPLE DATE 6/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: N/A
Mix Id Number: N/A
Air Content (%): 2.1 (ASTM C231)
Water Added (gal): 5
Slump (inches) 9 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 10 Pour 2 -Grid Point S-46
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
3A
7
6/9/2017
24350
1940
3B
28
6/30/2017
39185
3120
3C
28
6/30/2017
42970
3420
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: *Concrete batch ticket could not be obtained by technician due to heavy rain conditions.
Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician Z. Bender
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.: N/A
Ambient Temp. (°F): 80
Concrete Temp. (°F): 82
Time Batched:
Time Sampled: 9:00 AM
SAMPLE DATE 6/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: N/A
Mix Id Number: N/A
Air Content (%): 3.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 5 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 10 Pour 2 -Grid Point Q-51
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
4A
7
6/9/2017
30350
2420
4B
28
6/30/2017
41935
3340
4C
28
6/30/2017
45010
3580
4D
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 batch ticket could not be obtained by technician due to heavy rain conditions.
Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician Z. Bender
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.: N/A
Ambient Temp. (°F): 81
Concrete Temp. (°F): 84
Time Batched:
Time Sampled: 10:05 AM
SAMPLE DATE 6/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: N/A
Mix Id Number: N/A
Air Content (%): 1.8 (ASTM C231)
Water Added (gal): 0
Slump (inches) 4 1/2 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 10 Pour 2 -Grid Point 0-49
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
5A
7
6/9/2017
38830
3090
5B
28
6/30/2017
44490
3540
5C
28
6/30/2017
48555
3860
5D
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 batch ticket could not be obtained by technician due to heavy rain conditions.
Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician Z. Bender
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.: N/A
Ambient Temp. (°F): 82
Concrete Temp. (°F): 84
Time Batched:
Time Sampled: 11:19 AM
SAMPLE DATE 6/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: N/A
Mix Id Number: N/A
Air Content (%): 3 (ASTM C231)
Water Added (gal): 5
Slump (inches) 4 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 10 Pour 2 -Grid Point N-48
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
6A
7
6/9/2017
29735
2370
6B
28
6/30/2017
40530
3230
6C
28
6/30/2017
38120
3030
6D
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 batch ticket could not be obtained by technician due to heavy rain conditions.
Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician Z. Bender
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