HomeMy WebLinkAboutTerracon - 7/17/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0361
Service Date: 07/17/18 2501 E Loop 820 N
Report Date: 07/18/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 7,000 psi @ 28 days
Mix ID:
9908
Supplier:
Argos
Batch Time:
1200 Plant: 123
Truck No.:
5106 Ticket No.: 12330789
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
8
6-9
1.5
0-3
90
50-104
95
4.00
154.7
0
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
Samples Made By: Terracon
Services:
Sample Date:
07/17/18 Sample Time: 1230
Sampled By:
Jeremy Washington
Weather Conditions:
Clear
Accumulative Yards:
9/70 Batch Size (cy): 9
Placement Method:
12.57
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Rail station wall C/7 sheet. GM. SL,01
Placement Location:
Rail staion walls B/5.3-7 B -C/7,
C.6/7-8.5
Age at Maximum
Area
Date Date
Test Load
(sq in)
Received Tested
(days) (lbs)
12.57
07/24/18
7
12.57
08/14/18
28
12.57
08/14/18
28
12.57
08/14/18
28
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list. Reviewed By:
John, Tupa
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0361
Service Date: 07/17/18
Report Date: 07/18/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0359A
Service Date: 07/17/18
Report Date: 07/19/18
Irerracon
2501 E Loop 820 N
Fort Worth. TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
On July 17, 2018, a representative of Terracon was present at the above referenced project to obtain 2 sets of 5 concrete
test cylinders cast on July 16, 2018. The samples were taken back to the Terracon laboratory where they were cured
under general accordance with ASTM C31 and will be reported under separate cover 95181011.0359A
Services:
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
Senior Project Manager
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.
cT0001, 9-28-10, Rev.8 Page 1 of 1
Distribution Page
Report Number: 95181011.0359A
Service Date: 07/17/18
Report Date: 07/19/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0362
Service Date: 07/17/18 2501 E Loop 820 N
Report Date: 07/24/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 9727
Supplier: Argos
Batch Time: 1630 Plant: 123
Truck No.: 5106 Ticket No.: 12330820
Field Test Data
Test Result Specification
Slump (in): 8 * 5-7
Air Content (%): 4.1 2.5-5-5
Concrete Temp. (F): 90 50-95
Ambient Temp. (F): 100
Plastic Unit Wt. (pcf): 147.0
Yield (Cu. Yds.):
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Sample Date:
07/17/18 Sample Time: 1700
Sampled By:
Jeremy Washington
Weather Conditions:
clear
Accumulative Yards:
8/16 Batch Size (cy): 8
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Garage Wall at P2/18
Placement Location:
Garage Wall P2-4/18, P11-12/17,
28
P2.2/15, P12-13/16.3
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
07/24/18
7
56,620
12.57
08/14/18
28
12.57
08/14/18
28
12.57
08/14/18
28
Hold
Final Cure: Moist Room
Comments: David with Manhattan was notified of excessive slump prior to placemt.
Samples Made By: Terracon
Compressive
Strength Fracture Tested
(psi) Type By
4,510 4
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor: Manhattan
Report Distribution:
See attached distribution list. Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0362
Service Date: 07/17/18
Report Date: 07/24/18 Revision 1 - 7 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0362
Service Date: 07/17/18 2501 E Loop 820 N
Report Date: 07/18/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 9727
Supplier: Argos
Batch Time: 1630 Plant: 123
Truck No.: 5106 Ticket No.: 12330820
Field Test Data
Test Result Specification
Slump (in): 8 * 5-7
Air Content (%): 4.1 2.5-5-5
Concrete Temp. (F): 90 50-95
Ambient Temp. (F): 100
Plastic Unit Wt. (pcf): 147.0
Yield (Cu. Yds.):
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Sample Date:
07/17/18 Sample Time: 1700
Sampled By:
Jeremy Washington
Weather Conditions:
clear
Accumulative Yards:
8/16 Batch Size (cy): 8
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Garage Wall at P2/18
Placement Location:
Garage Wall P2-4/18, P11-12/17,
P2.2/15, P12-13/16.3
Age at Maximum
Area
Date Date
Test Load
(sq in)
Received Tested
(days) (lbs)
12.57
07/24/18
7
12.57
08/14/18
28
12.57
08/14/18
28
12.57
08/14/18
28
Hold
Final Cure: Moist Room
Comments: David with Manhattan was notified of excessive slump prior to placemt.
Samples Made By: Terracon
Compressive
Strength Fracture Tested
(psi) Type By
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor: Manhattan
Report Distribution:
See attached distribution list. Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0362
Service Date: 07/17/18
Report Date: 07/18/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0361
Service Date: 07/17/18 2501 E Loop 820 N
Report Date: 07/24/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 7,000 psi @ 28 days
Mix ID:
9908
Supplier:
Argos
Batch Time:
1200 Plant: 123
Truck No.:
5106 Ticket No.: 12330789
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
8
6-9
1.5
0-3
90
50-104
95
4.00
154.7
0
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
Samples Made By: Terracon
Sample Date:
07/17/18 Sample Time: 1230
Sampled By:
Jeremy Washington
Weather Conditions:
Clear
Accumulative Yards:
9/70 Batch Size (cy): 9
Placement Method:
07/24/18
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Rail station wall C/7 sheet. GM. SL,01
Placement Location:
Rail staion walls B/5.3-7 B -C/7,
28
C.6/7-8.5
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
07/24/18
7
95,340
12.57
08/14/18
28
12.57
08/14/18
28
12.57
08/14/18
28
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
7,590 3
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor: Manhattan
Report Distribution:
See attached distribution list. Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0361
Service Date: 07/17/18
Report Date: 07/24/18 Revision 1 - 7 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0361
Service Date: 07/17/18 2501 E Loop 820 N
Report Date: 07/24/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 7,000 psi @ 28 days
Mix ID:
9908
Supplier:
Argos
Batch Time:
1200 Plant: 123
Truck No.:
5106 Ticket No.: 12330789
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
8
6-9
1.5
0-3
90
50-104
95
4.00
154.7
0
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
Samples Made By: Terracon
Sample Date:
07/17/18 Sample Time: 1230
Sampled By:
Jeremy Washington
Weather Conditions:
Clear
Accumulative Yards:
9/70 Batch Size (cy): 9
Placement Method:
07/24/18
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Rail station wall C/7 sheet. GM. SL,01
Placement Location:
Rail staion walls B/5.3-7 B -C/7,
28
C.6/7-8.5
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
07/24/18
7
95,340
12.57
08/14/18
28
12.57
08/14/18
28
12.57
08/14/18
28
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
7,590 3
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor: Manhattan
Report Distribution:
See attached distribution list. Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0361
Service Date: 07/17/18
Report Date: 07/24/18 Revision 1 - 7 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0361
Service Date: 07/17/18 2501 E Loop 820 N
Report Date: 07/18/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 7,000 psi @ 28 days
Mix ID:
9908
Supplier:
Argos
Batch Time:
1200 Plant: 123
Truck No.:
5106 Ticket No.: 12330789
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
8
6-9
1.5
0-3
90
50-104
95
4.00
154.7
0
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
Samples Made By: Terracon
Services:
Sample Date:
07/17/18 Sample Time: 1230
Sampled By:
Jeremy Washington
Weather Conditions:
Clear
Accumulative Yards:
9/70 Batch Size (cy): 9
Placement Method:
12.57
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Rail station wall C/7 sheet. GM. SL,01
Placement Location:
Rail staion walls B/5.3-7 B -C/7,
C.6/7-8.5
Age at Maximum
Area
Date Date
Test Load
(sq in)
Received Tested
(days) (lbs)
12.57
07/24/18
7
12.57
08/14/18
28
12.57
08/14/18
28
12.57
08/14/18
28
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list. Reviewed By:
John, Tupa
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0361
Service Date: 07/17/18
Report Date: 07/18/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0359A
Service Date: 07/17/18
Report Date: 07/19/18
Irerracon
2501 E Loop 820 N
Fort Worth. TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
On July 17, 2018, a representative of Terracon was present at the above referenced project to obtain 2 sets of 5 concrete
test cylinders cast on July 16, 2018. The samples were taken back to the Terracon laboratory where they were cured
under general accordance with ASTM C31 and will be reported under separate cover 95181011.0359A
Services:
Terracon Rep.: Jeremy Washington
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
Senior Project Manager
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.
cT0001, 9-28-10, Rev.8 Page 1 of 1
Distribution Page
Report Number: 95181011.0359A
Service Date: 07/17/18
Report Date: 07/19/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600