Gateway BP(1.4)-LR180419 (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
94171346.0199
04/19/18
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
0233
8810
Plant:
Ticket No.:
131
4643445
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3 - 5
4.1 3 - 6
61
54
146.8
3,600
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:04/19/18 0315
Chris Jacobson
Clear
10 / 310 10
0
0
See Placement LocationSample 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
1 1 4.00 12.57 04/26/18 7 54,115 1 4,310 ZHG
1 2 4.00 12.57 05/17/18 28 72,625 2 5,780 ZHG
1 3 4.00 12.57 05/17/18 28 68,605 2 5,460 ZHG
1 4 4.00 12.57 05/17/18 28 72,655 2 5,780 ZHG
Average (28 days) 5,670
1 5 4.00 12.57 06/14/18 56
Initial Cure:Final Cure:Outside Plastic Lids 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.: Chris Jacobson
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 4CR0001, 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
94171346.0199
04/19/18
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
0432
3851
Plant:
Ticket No.:
131
4643766
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
4.4 3 - 6
62
55
147.1
3,600
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:04/19/18 0515
Chris Jacobson
Clear
120 / 310 10
20
See Placement LocationSample 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
2 1 4.00 12.57 04/26/18 7 60,810 1 4,840 ZHG
2 2 4.00 12.57 05/17/18 28 70,430 1 5,600 ZHG
2 3 4.00 12.57 05/17/18 28 74,355 2 5,920 ZHG
2 4 4.00 12.57 05/17/18 28 66,215 3 5,270 ZHG
Average (28 days) 5,600
2 5 4.00 12.57 06/14/18 56
Initial Cure:Final Cure:Outside Plastic Lids 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.: Chris Jacobson
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 4CR0001, 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
94171346.0199
04/19/18
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
0522
5005
Plant:
Ticket No.:
131
4643970
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
4.5 3 - 6
61
56
147.3
3,600
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:04/19/18 0635
Chris Jacobson
Clear
210 / 310 10
15
See Placement LocationSample 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
3 1 4.00 12.57 04/26/18 7 53,865 2 4,290 ZHG
3 2 4.00 12.57 05/17/18 28 68,540 1 5,450 ZHG
3 3 4.00 12.57 05/17/18 28 74,055 2 5,890 ZHG
3 4 4.00 12.57 05/17/18 28 65,905 1 5,240 ZHG
Average (28 days) 5,530
3 5 4.00 12.57 06/14/18 56
Initial Cure:Final Cure:Outside Plastic Lids 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.: Chris Jacobson
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 4CR0001, 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
94171346.0199
04/19/18
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
0723
7871
Plant:
Ticket No.:
131
4644545
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 5
4.4 3 - 6
66
59
147.0
3,600
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:04/19/18 0815
Chris Jacobson
Clear
310 / 310 10
20
See Placement LocationSample 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
4 1 4.00 12.57 04/26/18 7 49,320 1 3,920 ZHG
4 2 4.00 12.57 05/17/18 28 65,250 1 5,190 ZHG
4 3 4.00 12.57 05/17/18 28 56,120 2 4,470 ZHG
4 4 4.00 12.57 05/17/18 28 61,440 5 4,890 ZHG
Average (28 days) 4,850
4 5 4.00 12.57 06/14/18 56
Initial Cure:Final Cure:Outside Plastic Lids 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.: Chris Jacobson
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 4CR0001, 11-16-12, Rev.6