Gateway BP(1.4)-LR180418 (3)Report Number:
Service Date:
Report Date:
Task:
Client
Coppell, TX 75019
770 Gateway Blvd
Haverty's Warehouse ExpansionHaverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
214-630-1010 Reg No: F-3272
Dallas, TX 75247-4547
8901 Carpenter Fwy, Ste 100
94171346.0197
04/18/18
05/21/18 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
R3136027
Martin Marietta
Material Information
0240
8810
Plant:
Ticket No.:
131
4639612
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3 - 5
5.4 3 - 6
75
67
147.7
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:04/18/18 0319
Steven Maumalanga
Clear
10/600 10
0
0
10' N of building & 15' W of retaining
wall
Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, NE FireLanePlacement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
1 1 4.00 12.57 04/25/18 7 49,685 2 3,950
1 2 4.00 12.57 05/16/18 28 58,540 2 4,660 EAS
1 3 4.00 12.57 05/16/18 28 57,930 2 4,610 EAS
1 4 4.00 12.57 05/16/18 28 56,590 2 4,500 EAS
Average (28 days) 4,590
1 5 4.00 12.57 06/13/18 56
Initial Cure:Final Cure:Outside Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive 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
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Steven Maumalanga
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.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Coppell, TX 75019
770 Gateway Blvd
Haverty's Warehouse ExpansionHaverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
214-630-1010 Reg No: F-3272
Dallas, TX 75247-4547
8901 Carpenter Fwy, Ste 100
94171346.0197
04/18/18
05/21/18 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
R3136027
Martin Marietta
Material Information
0443
4856
Plant:
Ticket No.:
131
4639884
Field Test Data
Test
Air Content (%):
Result Specification
5 1/4 3 - 5
4.7 3 - 6
76
67
145.3
*
* = Field Test Results do not meet project specifications.
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:04/18/18 0509
Steven Maumalanga
Clear
130/600 10
0
0
50' N of building & 100' W of retaining
wall
Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, NE FireLanePlacement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
2 1 4.00 12.57 04/25/18 7 49,120 2 3,910
2 2 4.00 12.57 05/16/18 28 57,880 3 4,610 EAS
2 3 4.00 12.57 05/16/18 28 53,740 3 4,280 EAS
2 4 4.00 12.57 05/16/18 28 56,570 3 4,500 EAS
Average (28 days) 4,460
2 5 4.00 12.57 06/13/18 56
Initial Cure:Final Cure:Outside Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
NOTE: The concrete sample for this set of cylinders was obtained prior to the concrete going into the pump.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive 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
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Steven Maumalanga
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.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Coppell, TX 75019
770 Gateway Blvd
Haverty's Warehouse ExpansionHaverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
214-630-1010 Reg No: F-3272
Dallas, TX 75247-4547
8901 Carpenter Fwy, Ste 100
94171346.0197
04/18/18
05/21/18 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
R3136027
Martin Marietta
Material Information
0552
6854
Plant:
Ticket No.:
131
4640096
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
6.0 3 - 6
75
65
146.0
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:04/18/18 0633
Steven Maumalanga
Clear
210/600 10
0
0
25' N of building & 200' W of retaining
wall
Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, NE FireLanePlacement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
3 1 4.00 12.57 04/25/18 7 54,865 2 4,370
3 2 4.00 12.57 05/16/18 28 62,280 3 4,960 EAS
3 3 4.00 12.57 05/16/18 28 62,260 2 4,950 EAS
3 4 4.00 12.57 05/16/18 28 62,840 2 5,000 EAS
Average (28 days) 4,970
3 5 4.00 12.57 06/13/18 56
Initial Cure:Final Cure:Outside Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive 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
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Steven Maumalanga
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.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Coppell, TX 75019
770 Gateway Blvd
Haverty's Warehouse ExpansionHaverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
214-630-1010 Reg No: F-3272
Dallas, TX 75247-4547
8901 Carpenter Fwy, Ste 100
94171346.0197
04/18/18
05/21/18 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
R3136027
Martin Marietta
Material Information
0701
7884
Plant:
Ticket No.:
131
4640467
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3 - 5
5.2 3 - 6
77
65
148.0
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:04/18/18 0740
Steven Maumalanga
Clear
310/700 10
0
0
0' N of building & 50' W of retaining
wall
Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, NE FireLanePlacement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
4 1 4.00 12.57 04/25/18 7 53,150 2 4,230
4 2 4.00 12.57 05/16/18 28 63,420 2 5,050 EAS
4 3 4.00 12.57 05/16/18 28 61,250 2 4,870 EAS
4 4 4.00 12.57 05/16/18 28 67,110 2 5,340 EAS
Average (28 days) 5,090
4 5 4.00 12.57 06/13/18 56
Initial Cure:Final Cure:Outside Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive 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
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Steven Maumalanga
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.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Coppell, TX 75019
770 Gateway Blvd
Haverty's Warehouse ExpansionHaverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
214-630-1010 Reg No: F-3272
Dallas, TX 75247-4547
8901 Carpenter Fwy, Ste 100
94171346.0197
04/18/18
05/21/18 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
R3136027
Martin Marietta
Material Information
0856
8005
Plant:
Ticket No.:
131
4641254
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
4.9 3 - 6
76
67
149.5
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:04/18/18 0931
Steven Maumalanga
Clear, sunny
410/600 10
0
0
125' N of building & 125' W of
retaining wall
Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, NE FireLanePlacement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
5 1 4.00 12.57 04/25/18 7 55,475 2 4,410
5 2 4.00 12.57 05/16/18 28 62,240 2 4,950 EAS
5 3 4.00 12.57 05/16/18 28 67,270 2 5,350 EAS
5 4 4.00 12.57 05/16/18 28 61,310 3 4,880 EAS
Average (28 days) 5,060
5 5 4.00 12.57 06/13/18 56
Initial Cure:Final Cure:Outside Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive 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
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Steven Maumalanga
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.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Coppell, TX 75019
770 Gateway Blvd
Haverty's Warehouse ExpansionHaverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
214-630-1010 Reg No: F-3272
Dallas, TX 75247-4547
8901 Carpenter Fwy, Ste 100
94171346.0197
04/18/18
05/21/18 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
R3136027
Martin Marietta
Material Information
1035
5862
Plant:
Ticket No.:
131
4641822
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
5.4 3 - 6
78
69
148.6
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:04/18/18 1116
Steven Maumalanga
Clear, sunny
520/600 10
0
0
125' N of building & 200' W of
retaining wall
Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, NE FireLanePlacement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By
6 1 4.00 12.57 04/25/18 7 53,465 5 4,250
6 2 4.00 12.57 05/16/18 28 60,710 2 4,830 EAS
6 3 4.00 12.57 05/16/18 28 64,250 2 5,110 EAS
6 4 4.00 12.57 05/16/18 28 59,470 2 4,730 EAS
Average (28 days) 4,890
6 5 4.00 12.57 06/13/18 56
Initial Cure:Final Cure:Outside Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive 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:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Steven Maumalanga
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.
Page 6 of 6CR0001, 11-16-12, Rev.6