HomeMy WebLinkAboutFargo Consultants, Inc. - 12/13/2017FARGO 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 Grapevine
Ticket No.: 4403883
Ambient Temp. (OF): 55
Concrete Temp. (OF): 70
Time Batched: 7:03 AM
Time Sampled: 9:15 AM
Weather Condition: Clear
SAMPLE DATE 12/13/2017
JOB NO.: M16-4962
CONCRETE INFORMATION
Concrete Supplier: Marietta Martin
Plant/Truck: 141 / 0000
Mix Id Number: 8204
Air Content (%): 3.5 (ASTM C231)
Water Added (gal): 0
Slump (inches) 4 (ASTM C143)
Location of Placement: Sidewalk - South Site Grid Point P.5-18
Mix Design Strength of Concrete ( 3600 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
1 A
1 7
12/20/2017 1
36955 1
2940
1B
28
1/10/2018
52640
4190
1 C
28
1/10/2018
56960
4530
1 D
28
1/10/2018
54595
4340
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 D. Lopez
Fargo Consultants, Inc.
r-_DW__,5_
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
wwwdallasfargo. com
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
CONCRETE INFORMATION
Contractor: Jackson Construction, LTD
Ticket No.: 25754501
Ambient Temp. (OF): 45
Concrete Temp. (OF): 70
Time Batched: 7:48 AM
Time Sampled: 8:40 AM
Weather Condition: Clear
Location of Placement: Sidewalk - South Site Grid Point I-49
SAMPLE DATE 12/13/2017
JOB NO.: M16-4962
Concrete Supplier: Redi-Mix
Plant/Truck: N/A / 1382
Mix Id Number: 1OJ11524
Air Content (%): 3.2 (ASTM C231)
Water Added (gal): 0
Slump (inches) 4 (ASTM C143)
Mix Design Strength of Concrete ( 3000 psi/28 days)
Cylinder Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
2 A
1 7
12/20/2017 1
37650 1
3000
2B
28
1/10/2018
60380
4810
2 C
28
1/10/2018
56470
4490
2 D
28
1/10/2018
52770
4200
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: Informed superintendent of all field test results.
Test locations are referenced using an in-house system and are approximate.
Technician D. Lopez
Fargo Consultants, Inc.
r-_DW__,5_
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
wwwdallasfargo. com