HomeMy WebLinkAboutFargo Consultants, Inc. - 7/20/20172324 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.: 1693
Ambient Temp. (°F): 82
Concrete Temp. (°F): 86
Time Batched: 6:58 AM
Time Sampled: 8:10 AM
Weather Condition: Clear
SAMPLE DATE 7/20/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / Osburn
Mix Id Number: F9506
Air Content (%): 1.5 (ASTM C231)
Water Added (gal): 20
Slump (inches) 4 1/2 (ASTM C143)
Location of Placement: Floor Slab, Bldg. 3 Pour 3 - Grid Point S-53
Mix Design Strength of Concrete ( 3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1A
3
7/23/2017
28380
2260
1B
7
7/27/2017
32980
2620
1 C
28
8/17/2017
46735
3720
1D
28
8/17/2017
49685
3950
1E
28
8/17/2017
47095
3750
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 C. Whitmore
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.: 1701
Ambient Temp. (°F): 85
Concrete Temp. (°F): 87
Time Batched: 7:51 AM
Time Sampled: 8:55 AM
Weather Condition: Clear
SAMPLE DATE 7/20/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / 1006
Mix Id Number: F9506
Air Content (%): 1.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 3 1/2 (ASTM C143)
Location of Placement: Floor Slab, Bldg. 3 Pour 3 - Grid Point Q.5-52.5
Mix Design Strength of Concrete ( 3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2A
3
7/23/2017
39590
3150
2B
7
7/27/2017
40425
3220
2C
28
8/17/2017
45520
3620
2D
28
8/17/2017
50550
4020
2E
28
8/17/2017
49310
3920
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 C. Whitmore
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.: 1706
Ambient Temp. (°F): 88
Concrete Temp. (°F): 89
Time Batched: 9:05 AM
Time Sampled: 10:00 AM
Weather Condition: Clear
SAMPLE DATE 7/20/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / Osburn
Mix Id Number: F9506
Air Content (%): 1.8 (ASTM C231)
Water Added (gal): 10
Slump (inches) 4 1/2 (ASTM C143)
Location of Placement: Floor Slab, Bldg. 3 Pour 3 - Grid Point R.5-53
Mix Design Strength of Concrete ( 3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
3A
3
7/23/2017
35375
2820
3B
7
7/27/2017
38245
3040
3C
28
8/17/2017
44305
3530
3D
28
8/17/2017
44910
3570
3E
28
8/17/2017
44085
3510
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 C. Whitmore
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.: 1715
Ambient Temp. (°F): 90
Concrete Temp. (°F): 93
Time Batched: 10:01 AM
Time Sampled: 10:50 AM
Weather Condition: Clear
SAMPLE DATE 7/20/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / Osburn
Mix Id Number: F9506
Air Content (%): 1.8 (ASTM C231)
Water Added (gal): 0
Slump (inches) 6 1/2 (ASTM C143)
Location of Placement: Floor Slab, Bldg. 3 Pour 3 - Grid Point Q.5-52.5
Mix Design Strength of Concrete ( 3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
4A
3
7/23/2017
37355
2970
4B
7
7/27/2017
39450
3140
4C
28
8/17/2017
43975
3500
4D
28
8/17/2017
47945
3820
4E
28
8/17/2017
44345
3530
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 C. Whitmore
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.: 1722
Ambient Temp. (°F): 94
Concrete Temp. (°F): 95
Time Batched: 10:58 AM
Time Sampled: 12:05 PM
Weather Condition: Clear
SAMPLE DATE 7/20/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 01 / Osburn
Mix Id Number: F9506
Air Content (%): 1.7 (ASTM C231)
Water Added (gal): 10
Slump (inches) 6 (ASTM C143)
Location of Placement: Floor Slab, Bldg. 3 Pour 3 - Grid Point R.5-50.5
Mix Design Strength of Concrete ( 3500 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
5A
3
7/23/2017
37510
2990
5B
7
7/27/2017
39200
3120
5C
28
8/17/2017
47625
3790
5D
28
8/17/2017
48895
3890
5E
28
8/17/2017
48605
3870
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 C. Whitmore
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