HomeMy WebLinkAboutTerracon - 4/20/2018CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0191A
Irerracon
Service Date: 04/20/18 2501 E Loop 820 N
Report Date: 04/27/18 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
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:
ReportNo.: 0191
No. of Cylinders: 5 ( 8 by 4)
Report No.:
No. of Cylinders:
Report No.:
No. of Cylinders:
Report No.:
No. of Cylinders:
COMMENTS:
Cylinders could not be found:
Cylinders were inaccessible:
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�,T
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.
sC0001, 10-16-13, Rev.10 Page 1 of I
Distribution Page
Report Number: 95181011.0191A
Service Date: 04/20/18
Report Date: 04/27/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(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: 95181011.0194
Service Date: 04/20/18 2501 E Loop 820 N
Report Date: 05/22/18 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: 4,000
psi @ 28
days
Sample Date:
04/20/18 Sample Time: 1300
Sampled By:
Daniel Blocker
Mix ID: 3641
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1230
Plant:
110
Placement Method:
Bucket
Truck No.: cy23
Ticket No.:
11024929
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Footing, Grid Line 18/P1
Test
Result
Specification
Placement Location:
Footing, Grid Line 18/P1 -P6
Slump (in):
4
3 -5
Air Content (%):
4.8
3 - 6
Concrete Temp. (F):
64
Ambient Temp. (F):
66
Plastic Unit Wt. (pcf):
145.6
Yield (Cu. Yds.):
44.0
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
04/21/18
04/27/18 7 58,980
4,690 4
1 B 4.00
12.57
04/21/18
05/18/18 28 76,620
6,100 4
1 C 4.00
12.57
04/21/18
05/18/18 28 78,230
6,230 5
1 D 4.00
12.57
04/21/18
05/18/18 28 80,550
6,410 2
Average (28 days)
6,240
1 E
04/21/18
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: 95181011.0194
Service Date: 04/20/18
Report Date: 05/22/18 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0194
Service Date: 04/20/18 2501 E Loop 820 N
Report Date: 05/01/18 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: 4,000 psi @ 28 days
Mix ID: 3641
Supplier: Argos
Batch Time: 1230 Plant: 110
Truck No.: cy23 Ticket No.: 11024929
Field Test Data
Test
Result
Slump (in):
4
Air Content (%):
4.8
Concrete Temp. (F):
64
Ambient Temp. (F):
66
Plastic Unit Wt. (pcf):
145.6
Yield (Cu. Yds.):
44.0
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:
Specification
3 -5
3-6
Sample Date:
04/20/18 Sample Time: 1300
Sampled By:
Daniel Blocker
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Bucket
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Footing, Grid Line 18/P1
Placement Location:
Footing, Grid Line 18/P1 -P6
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
12.57
04/21/18
04/27/18
7
58,980
12.57
04/21/18
05/18/18
28
12.57
04/21/18
05/18/18
28
12.57
04/21/18
05/18/18
28
04/21/18
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
4,690 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: 95181011.0194
Service Date: 04/20/18
Report Date: 05/01/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(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: 95181011.0193A
Irerracon
Service Date: 04/20/18 2501 E Loop 820 N
Report Date: 04/27/18 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
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:
ReportNo.: 0193
No. of Cylinders: 5 (8 by 4)
Report No.:
No. of Cylinders:
Report No.:
No. of Cylinders:
Report No.:
No. of Cylinders:
COMMENTS:
Cylinders could not be found:
Cylinders were inaccessible:
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�,T
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.
sC0001, 10-16-13, Rev.10 Page 1 of I
Distribution Page
Report Number: 95181011.0193A
Service Date: 04/20/18
Report Date: 04/27/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(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: 95181011.0192A
Irerracon
Service Date: 04/20/18 2501 E Loop 820 N
Report Date: 04/27/18 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
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:
ReportNo.: 0192
No. of Cylinders: 5 (8 by 4 )
Report No.:
No. of Cylinders:
Report No.:
No. of Cylinders:
Report No.:
No. of Cylinders:
COMMENTS:
Cylinders could not be found:
Cylinders were inaccessible:
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�,T
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.
sC0001, 10-16-13, Rev.10 Page 1 of I
Distribution Page
Report Number: 95181011.0192A
Service Date: 04/20/18
Report Date: 04/27/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(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