Gateway BP(1.4)-LR180508 (5)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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0154
4225
Plant:
Ticket No.:
131 &141
4684619
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3 - 5
5.0 3 - 6
77
73
148.7
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:05/08/18 0240
Alex Miranda
Clear
70/900 10
0
0
Location #1, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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 05/15/18 7 60,645 1 4,830 ZHG
1 2 4.00 12.57 06/05/18 28 68,190 3 5,430 EAS
1 3 4.00 12.57 06/05/18 28 69,630 3 5,540 EAS
1 4 4.00 12.57 06/05/18 28 66,330 3 5,280 EAS
Average (28 days) 5,420
1 5 4.00 12.57 07/03/18 56 72,310 2 5,750 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0312
8003
Plant:
Ticket No.:
131 &141
4684786
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
5.0 3 - 6
77
73
148.3
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:05/08/18 0346
Alex Miranda
Clear
170/900 10
0
0
Location #2, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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 05/15/18 7 55,830 1 4,440 ZHG
2 2 4.00 12.57 06/05/18 28 58,310 2 4,640 EAS
2 3 4.00 12.57 06/05/18 28 59,830 2 4,760 EAS
2 4 4.00 12.57 06/05/18 28 60,750 2 4,830 EAS
Average (28 days) 4,750
2 5 4.00 12.57 07/03/18 56 64,750 1 5,150 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0340
3223
Plant:
Ticket No.:
131 &141
4684870
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
4.9 3 - 6
76
72
149.4
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:05/08/18 0430
Alex Miranda
Clear
220/900 10
0
0
Location #3, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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 05/15/18 7 47,750 1 3,800 ZHG
3 2 4.00 12.57 06/05/18 28 49,560 2 3,940 EAS
3 3 4.00 12.57 06/05/18 28 53,220 2 4,240 EAS
3 4 4.00 12.57 06/05/18 28 52,180 2 4,150 EAS
Average (28 days) 4,110
3 5 4.00 12.57 07/03/18 56 59,810 2 4,760 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0514
8838
Plant:
Ticket No.:
131 &141
4685130
Field Test Data
Test
Air Content (%):
Result Specification
4 3 - 5
5.0 3 - 6
77
71
148.1
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:05/08/18 0548
Alex Miranda
330/900 10
0
0
Location #4, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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 05/15/18 7 56,570 1 4,500 ZHG
4 2 4.00 12.57 06/05/18 28 61,660 2 4,910 EAS
4 3 4.00 12.57 06/05/18 28 62,470 2 4,970 EAS
4 4 4.00 12.57 06/05/18 28 62,570 2 4,980 EAS
Average (28 days) 4,950
4 5 4.00 12.57 07/03/18 56 68,640 2 5,460 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0615
3221
Plant:
Ticket No.:
131 &141
4685458
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
5.0 3 - 6
77
69
147.6
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:05/08/18 0715
Alex Miranda
440/900 10
0
0
Location #5, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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 05/15/18 7 55,805 5 4,440 ZHG
5 2 4.00 12.57 06/05/18 28 62,080 2 4,940 EAS
5 3 4.00 12.57 06/05/18 28 63,610 3 5,060 EAS
5 4 4.00 12.57 06/05/18 28 64,960 3 5,170 EAS
Average (28 days) 5,060
5 5 4.00 12.57 07/03/18 56 70,260 2 5,590 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0706
4228
Plant:
Ticket No.:
131 &141
4685737
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
4.7 3 - 6
80
75
150.6
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:05/08/18 0832
Alex Miranda
Sunny, partly cloudy
510/900 10
0
0
Location #6, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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 05/15/18 7 44,200 5 3,520 ZHG
6 2 4.00 12.57 06/05/18 28 53,210 2 4,230 EAS
6 3 4.00 12.57 06/05/18 28 53,500 2 4,260 EAS
6 4 4.00 12.57 06/05/18 28 54,480 2 4,340 EAS
Average (28 days) 4,280
6 5 4.00 12.57 07/03/18 56 58,100 1 4,620 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0838
8138
Plant:
Ticket No.:
131 &141
4686233
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3 - 5
5.1 3 - 6
81
77
149.2
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:05/08/18 0930
Alex Miranda
610/900 10
0
0
Location #7, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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
7 1 4.00 12.57 05/15/18 7 45,255 5 3,600 ZHG
7 2 4.00 12.57 06/05/18 28 62,370 2 4,960 EAS
7 3 4.00 12.57 06/05/18 28 64,370 2 5,120 EAS
7 4 4.00 12.57 06/05/18 28 59,880 3 4,770 EAS
Average (28 days) 4,950
7 5 4.00 12.57 07/03/18 56 66,060 3 5,260 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 7 of 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
0952
8060
Plant:
Ticket No.:
131 &141
4686663
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
4.5 3 - 6
86
82
150.8
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:05/08/18 1049
Alex Miranda
Sunny,partly cloudy
740/900 10
30
0
Location #8, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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
8 1 4.00 12.57 05/15/18 7 46,420 1 3,690 ZHG
8 2 4.00 12.57 06/05/18 28 56,300 2 4,480 EAS
8 3 4.00 12.57 06/05/18 28 53,280 2 4,240 EAS
8 4 4.00 12.57 06/05/18 28 50,870 5 4,050 EAS
Average (28 days) 4,260
8 5 4.00 12.57 07/03/18 56 58,350 1 4,640 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 8 of 9CR0001, 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
94171346.0230
05/08/18
07/05/18 Revision 2 - 56-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
1048
3861
Plant:
Ticket No.:
131 &141
4686947
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3 - 5
5.6 3 - 6
87
86
147.8
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:05/08/18 1147
Alex Miranda
Sunny, partly cloudy
820/900 10
0
0
Location #9, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, S end of bldg, see attached
sketch
Placement 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
9 1 4.00 12.57 05/16/18 8 51,120 2 4,070 EAS
9 2 4.00 12.57 06/05/18 28 56,480 2 4,490 EAS
9 3 4.00 12.57 06/05/18 28 58,960 2 4,690 EAS
9 4 4.00 12.57 06/05/18 28 58,830 2 4,680 EAS
Average (28 days) 4,620
9 5 4.00 12.57 07/03/18 56 63,790 1 5,080 LSB
Initial Cure:Final Cure:Outside Moist Room
Comments:Compressive strength of 56 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.: Alex Miranda
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 9 of 9CR0001, 11-16-12, Rev.6