Gateway BP(1.4)-LR180404 (2)CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
94171346.0174
04/04/18
04/10/18
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Haverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
Haverty's Warehouse Expansion
770 Gateway Blvd
Coppell, TX 75019
Project
Project Number: 94171346
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Sample Time:
Batch Size (cy):
04/04/18 0345
Ali Kadhim
Cloudy
18/300
Samples Were:
9
Truck
20
0
Molded
A.5/3
Slab @ A.3-H/2.2-4Placement Location:
Specified Strength:psi @ days
Mix ID:
Supplier:
Batch Time:
Truck No.:
Material Information
Plant:
Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
28
YX140006
Martin Marietta
0255 131
3854 4604385
7 6-8
1.5 0-3
75 45-95
46
146.5
4,000
Laboratory Test Data
Set
Average
Width Length Date
Average Span
Tested
Date Test
Age at
Load
Max Modulus
Specimen
No.ID (in)
Depth
(in)(in)Received (days)(lbs)
of Rupture
(psi)
(Third-Point Loading)
1 1 18 04/07/18 3
1 2 18 04/11/18 7
1 3 18 04/18/18 14
1 4 18 05/02/18 28
1 5 18 05/02/18 28
1 6 18 05/30/18 56
Bearing Surface:Leather Shims Used
Initial Cure:Final Cure:Outside Moist Room
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services:
Reported To:
Contractor:
Report Distribution:
(1) Haverty Furniture Co Inc, Glenn Boone (1) City of Coppell TX, Marcus Marion
(1) Kajima Building & Design Group Inc., Craig
Farwick
(1) Kajima Building & Design Group Inc., Juan
Hernandez
(1) Kent Companies, George Sellers (1) Macgregor Assoc Architects, Muhammed
Dikko
Test Methods:
Terracon Rep.: Ali Kadhim
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0002, 11-16-12, Rev.6 Page 1 of 4
CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
94171346.0174
04/04/18
04/10/18
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Haverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
Haverty's Warehouse Expansion
770 Gateway Blvd
Coppell, TX 75019
Project
Project Number: 94171346
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Sample Time:
Batch Size (cy):
04/04/18 0655
Ali Kadhim
Partly cloudy
108/300
Samples Were:
9
Truck
0
0
Molded
D.5/3.2
Slab @ A.3-H/2.2-4Placement Location:
Specified Strength:psi @ days
Mix ID:
Supplier:
Batch Time:
Truck No.:
Material Information
Plant:
Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
28
YX140006
Martin Marietta
0602 131
7886 4604686
7 6-8
1.5 0-3
72 45-95
49
146.1
4,000
Laboratory Test Data
Set
Average
Width Length Date
Average Span
Tested
Date Test
Age at
Load
Max Modulus
Specimen
No.ID (in)
Depth
(in)(in)Received (days)(lbs)
of Rupture
(psi)
(Third-Point Loading)
2 1 18 04/07/18 3
2 2 18 04/11/18 7
2 3 18 04/18/18 14
2 4 18 05/02/18 28
2 5 18 05/02/18 28
2 6 18 05/30/18 56
Bearing Surface:Leather Shims Used
Initial Cure:Final Cure:Outside Moist Room
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services:
Reported To:
Contractor:
Report Distribution:
(1) Haverty Furniture Co Inc, Glenn Boone (1) City of Coppell TX, Marcus Marion
(1) Kajima Building & Design Group Inc., Craig
Farwick
(1) Kajima Building & Design Group Inc., Juan
Hernandez
(1) Kent Companies, George Sellers (1) Macgregor Assoc Architects, Muhammed
Dikko
Test Methods:
Terracon Rep.: Ali Kadhim
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0002, 11-16-12, Rev.6 Page 2 of 4
CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
94171346.0174
04/04/18
04/10/18
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Haverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
Haverty's Warehouse Expansion
770 Gateway Blvd
Coppell, TX 75019
Project
Project Number: 94171346
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Sample Time:
Batch Size (cy):
04/04/18 1058
Ali Kadhim
Partly cloudy
225/300
Samples Were:
9
Truck
20
0
Molded
F.5/3.5
Slab @ A.3-H/2.2-4Placement Location:
Specified Strength:psi @ days
Mix ID:
Supplier:
Batch Time:
Truck No.:
Material Information
Plant:
Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
28
YX140006
Martin Marietta
1003 131
3850 4605273
7 6-8
1.6 0-3
72 45-95
57
146.8
4,000
Laboratory Test Data
Set
Average
Width Length Date
Average Span
Tested
Date Test
Age at
Load
Max Modulus
Specimen
No.ID (in)
Depth
(in)(in)Received (days)(lbs)
of Rupture
(psi)
(Third-Point Loading)
3 1 18 04/07/18 3
3 2 18 04/11/18 7
3 3 18 04/18/18 14
3 4 18 05/02/18 28
3 5 18 05/02/18 28
3 6 18 05/30/18 56
Bearing Surface:Leather Shims Used
Initial Cure:Final Cure:Outside Moist Room
See Note
NOTE: Terracon's representative observed on set 3 the contractor added 20 gal. of water and the concrete ticket says the
limit was 16.9 gal.
Comments:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0002, 11-16-12, Rev.6 Page 3 of 4
CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
94171346.0174
04/04/18
04/10/18
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Haverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
Haverty's Warehouse Expansion
770 Gateway Blvd
Coppell, TX 75019
Project
Project Number: 94171346
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services:
Reported To:
Contractor:
Report Distribution:
(1) Haverty Furniture Co Inc, Glenn Boone (1) City of Coppell TX, Marcus Marion
(1) Kajima Building & Design Group Inc., Craig
Farwick
(1) Kajima Building & Design Group Inc., Juan
Hernandez
(1) Kent Companies, George Sellers (1) Macgregor Assoc Architects, Muhammed
Dikko
Joel Warriner, P.E.
Senior Project Manager
Reviewed By:
Test Methods:
Terracon Rep.: Ali Kadhim
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0002, 11-16-12, Rev.6 Page 4 of 4