Gateway BP(1.4)-LR180402 (4)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
94171346.0168
04/02/18
04/10/18 Revision 1 - 7-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
YX140006
Martin Marietta
Material Information
0446
6850
Plant:
Ticket No.:
131
4598588
Field Test Data
Test
Air Content (%):
Result Specification
3 1/2 3-8
2.0 0-4
73
42
153.2
4,000
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:04/02/18 0558
Alex Miranda
Indoors
9/230 9
0
0
Location #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Placement, 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)
1 1 4.00 12.57 04/05/18 3 55,720 2 4,430
1 2 4.00 12.57 04/09/18 7 69,850 2 5,560
1 3 4.00 12.57 04/30/18 28
1 4 4.00 12.57 04/30/18 28
1 5 4.00 12.57 04/30/18 28
1 6 4.00 12.57 05/28/18 56
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 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 3CR0001, 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
94171346.0168
04/02/18
04/10/18 Revision 1 - 7-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
YX140006
Martin Marietta
Material Information
0947
7216
Plant:
Ticket No.:
131
4599704
Field Test Data
Test
Air Content (%):
Result Specification
5 3-8
2.5 0-4
73
43
153.6
4,000
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:04/02/18 1035
Alex Miranda
108/250 9
45
0
Location #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Placement, 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)
2 1 4.00 12.57 04/05/18 3 58,770 3 4,680
2 2 4.00 12.57 04/09/18 7 71,260 2 5,670
2 3 4.00 12.57 04/30/18 28
2 4 4.00 12.57 04/30/18 28
2 5 4.00 12.57 04/30/18 28
2 6 4.00 12.57 05/28/18 56
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 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 3CR0001, 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
94171346.0168
04/02/18
04/10/18 Revision 1 - 7-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94171346
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
YX140006
Martin Marietta
Material Information
1510
3237
Plant:
Ticket No.:
131
4600945
Field Test Data
Test
Air Content (%):
Result Specification
6 3-8
2.0 0-4
75
49
154.0
4,000
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:04/02/18 1600
Alex Miranda
207/216 9
0
0
Location #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Placement, 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)
3 1 4.00 12.57 04/05/18 3 48,030 2 3,820
3 2 4.00 12.57 04/09/18 7 58,030 2 4,620
3 3 4.00 12.57 04/30/18 28
3 4 4.00 12.57 04/30/18 28
3 5 4.00 12.57 04/30/18 28
3 6 4.00 12.57 05/28/18 56
Initial Cure:Final Cure:Outside Moist Room
Comments:
NOTE: After 108 yds., all trucks were visally checked for the correct slump.
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 3 of 3CR0001, 11-16-12, Rev.6