HomeMy WebLinkAboutFargo Consultants, Inc. - 5/2/2017I AILL'O CONS UCTA NT -S. I NC. ..._
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
CONCRETE INFORMATION
Contractor: FX Concrete
Ticket No.: 284
Ambient Temp. (°F): 66
Concrete Temp. (°F): 72
Time Batched: 6:59 AM
Time Sampled: 8:15 AM
Weather Condition: Clear
Location of Placement: Fire Lane - South Site Grid Point T-23
SAMPLE DATE 5/2/2017
JOB NO.: M16-4962
Concrete Supplier: FX Material, LLC
Plant/Truck: 1 / 298
Mix Id Number: F8205
Air Content (%): 3.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 7 1/2 (ASTM C143)
Mix Design Strength of Concrete (4000 psi/28 days)
Cylinder Number
Age
(days)
I Date Tested
I Total Load
(pounds)
Compressive
Strength (psi)
1 A
3
5/5/2017
48330
3850
1B
7
5/9/2017
56000
4460
1 C
28
5/30/2017
72180
5740
1 D
28
5/30/2017
68550
5460
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: Concrete conveyed via concrete pump truck.
Technician M. Strom
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
AWG0
FAROO CONSULTANTS, INC.
2324 Fabens Rd. • Dgfts, 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.: 291
Ambient Temp. (OF): 76
Concrete Temp. (OF): 81
Time Batched: 8:39 AM
Time Sampled: 9:51 AM
Weather Condition: Clear
SAMPLE DATE 5/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 1 / 323
Mix Id Number: F8205
Air Content (%): 4.1 (ASTM C231)
Water Added (gal): 0
Slump (inches) 8 (ASTM C143)
Location of Placement: Fire Lane - South Site Grid Point W-20
Mix Design Strength of Concrete (4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2A
1 3
1 5/5/2017 1
33375 1
2660
2B
J
7
1 5/9/2017 1
40305 1
3210
2 C
28
5/30/2017
57230
4550
2 D
28
5/30/2017
57425
4570
2 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: Concrete conveyed via concrete pump truck.
Technician M. Strom
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. daBasfargo. com
F.�GD
FARGO 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.: 302
Ambient Temp. (OF): 84
Concrete Temp. (°F): 86
Time Batched: 11:36 AM
Time Sampled: 12:30 PM
Weather Condition: Clear
SAMPLE DATE 5/2/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: FX Material, LLC
Plant/Truck: 1 / Osbur
Mix Id Number: F8205
Air Content (%): 3.6 (ASTM C231)
Water Added (gal): 0
Slump (inches) 4 (ASTM C143)
Location of Placement: Fire Lane - South Site Grid Point W-17
Mix Design Strength of Concrete (4000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
3A
1 3
1 5/5/2017 1
27460 1
2190
313
1 7
5/9/2017
32720
2600
3C
28
5/30/2017
52925
4210
3D
28
5/30/2017
59180
4710
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 conveyed via concrete pump truck.
Technician M. Strom
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. con