HomeMy WebLinkAboutTerracon - 6/30/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0331
Service Date: 06/30/18 2501 E Loop 820 N
Report Date: 07/09/18 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: 3,000 psi @ 28 days
Mix ID: 1792
Supplier: Argos
Batch Time: 0900 Plant: 123
Truck No.: 5106 Ticket No.: 12330178
Field Test Data
Test
Result
Slump (in):
5
Air Content (%):
0.8
Concrete Temp. (F):
90
Ambient Temp. (F):
92
Plastic Unit Wt. (pcf):
150.0
Yield (Cu. Yds.):
45.1
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
07/02/18
Initial Cure: Outside
7
Comments:
Specification
3-5
0-3
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
12.57
07/02/18
07/07/18
7
52,540
12.57
07/02/18
07/28/18
28
12.57
07/02/18
07/28/18
28
12.57
07/02/18
07/28/18
28
07/02/18
Hold
Final Cure: Moist Room
06/30/18 Sample Time: 1015
Daniel Blocker
Clear
10 Batch Size (cy): 10
Bucket
Grid Line P12/15
Wall Footing, Grid Line P11 -P12/15,
P12/15-16, P12/15-15.4
Compressive
Strength Fracture Tested
(psi) Type By
4,180 4
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Daniel Blocker
Reported To:
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: 95181011.0331
Service Date: 06/30/18
Report Date: 07/09/18
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: 95181011.0329A
Service Date: 06/30/18
Report Date: 07/02/18
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 June 30, 2018, a representative of Terracon was present at the above referenced project to obtain # 1 set of 5 concrete
test cylinders cast on June 29, 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 95181011.0329.
Services:
Terracon Rep.: Daniel Blocker
Reported To:
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: 95181011.0329A
Service Date: 06/30/18
Report Date: 07/02/18
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: 95181011.0326A
Service Date: 06/30/18
Report Date: 07/02/18
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 June 30, 2018, a representative of Terracon was present at the above referenced project to obtain # 1 of 6 concrete test
cylinders cast on June 29, 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 95181011.0326.
Services:
Terracon Rep.: Daniel Blocker
Reported To:
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: 95181011.0326A
Service Date: 06/30/18
Report Date: 07/02/18
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: 95181011.0331
Service Date: 06/30/18 2501 E Loop 820 N
Report Date: 07/31/18 Revision 1 - 28 -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: 3,000
psi @ 28
days
Sample Date:
06/30/18 Sample Time: 1015
Sampled By:
Daniel Blocker
Mix ID: 1792
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 0900
Plant:
123
Placement Method:
Bucket
Truck No.: 5106
Ticket No.:
12330178
Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Grid Line P12/15
Test
Result
Specification
Placement Location:
Wall Footing, Grid Line P11 -P12/15,
Slump (in):
5
3-5
P12/15-16, P12/15-15.4
Air Content (%):
0.8
0-3
Concrete Temp. (F):
90
50-95
Ambient Temp. (F):
92
Plastic Unit Wt. (pcf):
150.0
Yield (Cu. Yds.):
45.1
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date
Date Test Load
Strength Fracture Tested
No. ID (in)
(sq in)
Received
Tested (days) (lbs)
(psi) Type By
1 A 4.00
12.57
07/02/18
07/07/18 7 52,540
4,180 4
1 B 4.00
12.57
07/02/18
07/28/18 28 65,140
5,180 4
1 C 4.00
12.57
07/02/18
07/28/18 28 66,060
5,260 3
1 D 4.00
12.57
07/02/18
07/28/18 28 68,180
5,430 2
Average (28 days)
5,290
1 E
07/02/18
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Daniel Blocker
Reported To:
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: 95181011.0331
Service Date: 06/30/18
Report Date: 07/31/18 Revision 1 - 28 -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