Gateway BP(1.4)-LR180601Report 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
94171346.0209
05/01/18
06/27/18 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
0218
3239
Plant:
Ticket No.:
141
4672106
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.0 3-6
71
69
149.6
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:05/01/18 0315
Alex Miranda
Cloudy, moderate wind
50/900 10
20
0
Location #1, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Fire Lane, see attached sketchPlacement 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 05/08/18 7 56,650 2 4,510 EAS
1 2 4.00 12.57 05/29/18 28 69,940 2 5,570 ZHG
1 3 4.00 12.57 05/29/18 28 71,985 5 5,730 ZHG
1 4 4.00 12.57 05/29/18 28 68,440 2 5,450 ZHG
Average (28 days) 5,580
1 5 4.00 12.57 06/26/18 56 78,300 3 6,230 EAS
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 8CR0001, 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
94171346.0209
05/01/18
06/27/18 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
0325
3237
Plant:
Ticket No.:
141
4672241
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.5 3-6
72
69
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:05/01/18 0410
Alex Miranda
Cloudy, windy
140/900 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):
Fire Lane, see attached sketchPlacement 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 05/08/18 7 45,630 2 3,630 EAS
2 2 4.00 12.57 05/29/18 28 60,545 2 4,820 ZHG
2 3 4.00 12.57 05/29/18 28 62,930 2 5,010 ZHG
2 4 4.00 12.57 05/29/18 28 58,875 1 4,690 ZHG
Average (28 days) 4,840
2 5 4.00 12.57 06/26/18 56 70,030 3 5,570 EAS
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 8CR0001, 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
94171346.0209
05/01/18
06/27/18 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
0412
8143
Plant:
Ticket No.:
141
4672361
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
3.2 3-6
71
69
150.3
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:05/01/18 0500
Alex Miranda
Cloudy, moderate wind
230/900 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):
Fire Lane, see attached sketchPlacement 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 05/08/18 7 55,080 2 4,380 EAS
3 2 4.00 12.57 05/29/18 28 65,570 1 5,220 ZHG
3 3 4.00 12.57 05/29/18 28 70,065 3 5,580 ZHG
3 4 4.00 12.57 05/29/18 28 70,575 5 5,620 ZHG
Average (28 days) 5,470
3 5 4.00 12.57 06/26/18 56 79,540 3 6,330 EAS
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 8CR0001, 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
94171346.0209
05/01/18
06/27/18 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
0503
3239
Plant:
Ticket No.:
141
4672513
Field Test Data
Test
Air Content (%):
Result Specification
3 1/2 3-5
5.1 3-6
75
69
150.4
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:05/01/18 0615
Alex Miranda
Cloudy, moderate wind
310/900 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):
Fire Lane, see attached sketchPlacement 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 05/08/18 7 61,790 2 4,920 EAS
4 2 4.00 12.57 05/29/18 28 71,650 2 5,700 ZHG
4 3 4.00 12.57 05/29/18 28 74,845 5 5,960 ZHG
4 4 4.00 12.57 05/29/18 28 78,730 5 6,270 ZHG
Average (28 days) 5,970
4 5 4.00 12.57 06/26/18 56 82,580 3 6,570 EAS
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 8CR0001, 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
94171346.0209
05/01/18
06/27/18 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
0620
6854
Plant:
Ticket No.:
141
4672799
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.1 3-6
77
69
149.9
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:05/01/18 0705
Alex Miranda
Cloudy, moderate wind
410/900 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):
Fire Lane, see attached sketchPlacement 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 05/08/18 7 56,400 2 4,490 EAS
5 2 4.00 12.57 05/29/18 28 66,260 1 5,270 EAS
5 3 4.00 12.57 05/29/18 28 69,190 1 5,510 EAS
5 4 4.00 12.57 05/29/18 28 64,450 3 5,130 EAS
Average (28 days) 5,300
5 5 4.00 12.57 06/26/18 56 79,600 3 6,330 EAS
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 8CR0001, 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
94171346.0209
05/01/18
06/27/18 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
0737
6854
Plant:
Ticket No.:
141
4673262
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.1 3-6
77
69
152.5
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:05/01/18 0835
Alex Miranda
Cloudy
540/720 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, see attached sketchPlacement 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 05/08/18 7 59,820 2 4,760 EAS
6 2 4.00 12.57 05/29/18 28 64,290 1 5,120 EAS
6 3 4.00 12.57 05/29/18 28 63,510 3 5,050 EAS
6 4 4.00 12.57 05/29/18 28 65,370 3 5,200 EAS
Average (28 days) 5,120
6 5 4.00 12.57 06/26/18 56 68,060 3 5,420 EAS
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 8CR0001, 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
94171346.0209
05/01/18
06/27/18 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
0819
8831
Plant:
Ticket No.:
141
4673433
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.4 3-6
76
71
147.5
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:05/01/18 0925
Alex Miranda
Cloudy, windy
610/720 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, see attached sketchPlacement 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 05/08/18 7 50,970 2 4,060 EAS
7 2 4.00 12.57 05/29/18 28 62,700 3 4,990 EAS
7 3 4.00 12.57 05/29/18 28 62,370 3 4,960 EAS
7 4 4.00 12.57 05/29/18 28 59,070 3 4,700 EAS
Average (28 days) 4,880
7 5 4.00 12.57 06/26/18 56 71,650 3 5,700 EAS
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 8CR0001, 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
94171346.0209
05/01/18
06/27/18 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
0935
3244
Plant:
Ticket No.:
141
4674005
Field Test Data
Test
Air Content (%):
Result Specification
3 3-5
4.5 3-6
77
72
150.0
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:05/01/18 1030
Alex Miranda
Cloudy, windy
710/780 10
0
0
Location #8, see attached sketchSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 05/08/18 7 53,440 3 4,250 EAS
8 2 4.00 12.57 05/29/18 28 64,400 1 5,120 EAS
8 3 4.00 12.57 05/29/18 28 67,110 3 5,340 EAS
8 4 4.00 12.57 05/29/18 28 67,270 3 5,350 EAS
Average (28 days) 5,270
8 5 4.00 12.57 06/26/18 56 79,440 3 6,320 EAS
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 8 of 8CR0001, 11-16-12, Rev.6