HomeMy WebLinkAboutFargo Consultants, Inc. - 3/10/2017 (3)FWGO
FARCIO CCNBUIZANTS. INC.
2324 Fabens Rd. • Dallas, Texas 75229
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.: 3844400
Ambient Temp. (°F): 59
Concrete Temp. (°F): 71
Time Batched: 5:59 AM
Time Sampled: 6:55 AM
SAMPLE DATE 3/10/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 1003
Mix Id Number: 9506
Air Content (%): 1.3 (ASTM C231)
Water Added (gal): 0
Slump (inches) 41/2 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 1 Pour 3 - Grid Point T-27
Mix Design Strength of Concrete (3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
I Total Load
(pounds)
Compressive
Strength (psi)
1 A 3
3/13/2017
26240
2090
1 B
7
3/17/2017
53060
4220
1 C
28
4/7/2017
60070
4780
1 D
28
4/7/2017
67900
5400
1 E
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 R. Franco
Fargo Consultants, Inc.
Checked 133
61 6r<
Davis Udcogu
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 dallasfargo. com
M300
FAROO CONSULTANTS, INC,
2324 Fabens Rd. • Dallas, Texas 75229
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.: 3844714
Ambient Temp. (OF): 71
Concrete Temp. (OF): 77
Time Batched: 7:34 AM
Time Sampled: 7:56 AM
SAMPLE DATE 3/10/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 1004
Mix Id Number: 9506
Air Content (%): 1.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 4 1/2 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 1 Pour 3 - Grid Point U-25
Mix Design Strength of Concrete (3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load Compressive
(pounds) Strength (psi)
2A
3
1 3/13/2017
27080
2160
2B
1 7
1 3/17/2017
53010
4220
2C
28
4/7/2017
70360
5600
2D
28
4/7/2017
72040
5730
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: Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician R. Franco
Fargo Consultants, Inc.
Checked By
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.daRasfargo.com
F97C70
INNIME-
FAROO CONSULTANTS, INC.
2324 Fabens Rd. , Dallas, Texas 75229
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.: 3844936
Ambient Temp. (OF): 66
Concrete Temp. (OF): 76
Time Batched: 8:21 AM
Time Sampled: 8:50 AM
Weather Condition: Cloudy
SAMPLE DATE 3/10/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 1003
Mix Id Number: 9506
Air Content (%): 1.7 (ASTM C231)
Water Added (gal): 0
Slump (inches) 4 (ASTM C143)
Location of Placement: Floor Slab, Bldg. 1 Pour 3 - Grid Point S-24
Mix Design Strength of Concrete (3000 psi/28 days)
Cylinder Number Age Date Tested I Total Load Compressive
(days) (pounds) Strength (psi)
3A
3
3/13/2017
30190
2400
3B
7
3/17/2017
44230
3520
3C
28
4/7/2017
56160
4470
3D
28
4/7/2017
53190
4230
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: Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician R. Franco
Fargo Consultants, Inc.
Checked By
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. 'fest 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.daBasfargo.com
FGD
FARGO 002413ULTANTS, rNO.
2324 Fabens Rd. • Dallas, Texas 75229
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.: 3845336
Ambient Temp. (°F): 66
Concrete Temp. (°F): 74
Time Batched: 9:49 AM
Time Sampled: 10:20 AM
SAMPLE DATE 3/10/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 1006
Mix Id Number: 9506
Air Content (%): 2.2 (ASTM C231)
Water Added (gal): 0
Slump (inches) 41 /2 (ASTM C143)
Weather Condition: Cloudy
Location of Placement: Floor Slab, Bldg. 1 Pour 3 - Grid Point R-25
Mix Design Strength of Concrete (3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
I Total Load
(pounds)
Compressive
Strength (psi)
4A
3
3/13/2017
39660 3160
4B
7
3/17/2017
45570
3630
4C
28
4/7/2017
55150
4390
4D
28
4/7/2017
55850
4440
4E
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 R. Franco
Fargo Consultants, Inc.
Checked By
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. "fest 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, daPasfargo, com
► 60
numbo-
FAROO CONSULTANTS, INC.
2324 Fabens Rd. • Dallas, Texas 75229
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.: 3845600
Ambient Temp. (OF): 66
Concrete Temp. (OF): 75
Time Batched: 10:55 AM
Time Sampled: 11:15 AM
SAMPLE DATE 3/10/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Martin Marietta
Plant/Truck: 141 / 1006
Mix Id Number: 9506
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. 1 Pour 3 - Grid Point Q-27
Mix Design Strength of Concrete (3000 psi/28 days)
Cylinder Number 1. Age Date Tested Total Load Compressive
(days) (pounds) Strength (psi)
5 A
3
3/13/2017
38990 3100
5B
7
3/17/2017
39370
3130
5 C
28 4/7/2017 55630
4430
5D_
28
4/7/2017
50500
4020
5 E
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 R. Franco
Fargo Consultants, Inc.
Checked By
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. dallasfargo. com