HomeMy WebLinkAboutTerracon - 7/02/2018CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0331A
Service Date: 07/02/18
Report Date: 07/09/18
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 2, 2018, a representative of Terracon was present at the above referenced project to obtain 1 set of 5 concrete test
cylinders cast on June 30, 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 95181011.0331A
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: 95181011.0331A
Service Date: 07/02/18
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 COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0333
Service Date: 07/02/18 2501 E Loop 820 N
Report Date: 08/03/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Reg No: F-3272
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Material Information
Specified Strength: 3,000 psi @ 28 days
Mix ID: 1877
Supplier: Argos
Batch Time: 1530 Plant: 123
Truck No.: 5106 Ticket No.: 12330219
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result
Specification
5
3-5
4.8
3.5-6.5
89
50-95
98
A
150.0
12.57
Set
Specimen
Avg Diam.
Area
No.
ID
(in)
(sq in)
1
A
4.00
12.57
1
B
4.00
12.57
1
C
4.00
12.57
1
D
4.00
12.57
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
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
Date Date
Test
Load
Received Tested
(days)
(lbs)
07/09/18
7
53,010
07/30/18
28
68,440
07/30/18
28
67,890
07/30/18
28
67,110
Average (28 days)
07/02/18 Sample Time:
Jeremy Washington
clear
6 Batch Size (cy):
Bucket & lift
0
0
D/7 pier cap
D/7 Pier cap
Compressive
1600
Strength
Fracture Tested
(psi)
Type By
4,220
4
5,450
3
5,400
4
5,340
5
5,400
1 E Hold
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Late arrival, expected concrete at 2:00.
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.: 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: 95181011.0333
Service Date: 07/02/18
Report Date: 08/03/18 Revision 2 - 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: 95181011.0333
Service Date: 07/02/18 2501 E Loop 820 N
Report Date: 07/10/18 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: 3,000 psi @ 28 days
Mix ID: 1877
Supplier: Argos
Batch Time: 1530 Plant: 123
Truck No.: 5106 Ticket No.: 12330219
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result
Specification
5
3-5
4.8
3.5-6.5
89
50-95
98
4.00
150.0
0
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:
Sample Date:
07/02/18 Sample Time: 1600
Sampled By:
Jeremy Washington
Weather Conditions:
clear
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
D/7 pier cap
Placement Location:
D/7 Pier cap
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
07/09/18
7
53,010
12.57
07/30/18
28
12.57
07/30/18
28
12.57
07/30/18
28
Hold
Final Cure: Moist Room
Late arrival, expected concrete at 2:00.
Samples Made By: Terracon
Compressive
Strength Fracture Tested
(psi) Type By
4,220 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: 95181011.0333
Service Date: 07/02/18
Report Date: 07/10/18 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: 95181011.0333
Service Date: 07/02/18 2501 E Loop 820 N
Report Date: 07/03/18 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: 1877
Supplier: Argos
Batch Time: 1530 Plant: 123
Truck No.: 5106 Ticket No.: 12330219
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result
Specification
5
3-5
4.8
3.5-6.5
89
50-95
98
4.00
150.0
0
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:
Sample Date:
07/02/18 Sample Time: 1600
Sampled By:
Jeremy Washington
Weather Conditions:
clear
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
D/7 pier cap
Placement Location:
D/7 Pier cap
Age at Maximum
Area
Date Date
Test Load
(sq in)
Received Tested
(days) (lbs)
12.57
07/09/18
7
12.57
07/30/18
28
12.57
07/30/18
28
12.57
07/30/18
28
Hold
Final Cure: Moist Room
Late arrival, expected concrete at 2:00.
Compressive
Strength Fracture Tested
(psi) Type By
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.: Jeremy Washington
Reported To: David with Manhattan
Contractor: Manhattan
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: 95181011.0333
Service Date: 07/02/18
Report Date: 07/03/18
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
POST -TENSION STRESSING REPORT
Report Number: 95181011.0332
Irerracon
Service Date: 07/02/18 2501 E Loop 820 N
Report Date: 07/09/18 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
On this date, a representative of Terracon arrived at the above referenced jobsite as scheduled to observe Post -Tension
Stressing Operations on Level 2, Pour 3. Please note that tendons T001, T002 and M0030 highlighted in green, are awaiting
and RFI per David Saiter with Manhattan Constructions. Tendon marks highlighted in yellow were found to be outside the
tolerance of +/-7%. David with Manhattan was informed of the stressing results. (Please see attached report.)
Services:
Terracon Rep.: Adam Wood
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
�,Tuipa
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 1
MEASURED ELONGATION
TENDON
MARK
CALC
ELONG
(in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
T001
5.25
3.5
4.88
3.500
5.62
3.5
-33%
Pending RFI,
David Saiter
T002
5.25
3.25
4.88
3.250
5.62
1
-38%
Pending RFI,
David Salter
T003
3.625
3.125
3.37
3.125
3.88
3.125
-14%
T004
3.625
3.5
3.37
3.500
3.88
3.5
-3%
T005
3.625
3.125
3.37
3.125
3.88
3.125
-14%
T006
3.625
3.375
3.37
3.375
3.88
3.375
-7%
T007
5.25
4.625
4.88
4.625
5.62
4.625
-12%
T008
5.25
4.75
4.88
4.750
5.62
4.75
-10%
T0010
5.25
4.5
4.88
4.500
5.62
4.5
-14%
0001A
4.625
4.25
4.30
4.250
4.95
4.25
-8%
U00113
4.625
4.25
4.30
4.250
4.95
4.25
-8%
0002
4.625
4.25
4.30
4.250
4.95
4.25
-8%
0003A
4.625
4.125
4.30
4.125
4.95
4.125
-11%
00036
4.625
4.375
4.30
4.375
4.95
4.375
-5%
0004A
4.625
4.125
4.30
4.125
4.95
4.125
-11%
0004B
4.625
4.375
4.30
4.375
4.95
4.375
-5%
0005
4.625
4.625
4.30
4.625
4.95
4.625
0%
0006A
4.625
4.25
4.30
4.250
4.95
4.25
-8%
00066
4.625
4.875
4.30
4.875
4.95
4.875
5%
0007A
4.625
4.375
4.30
4.375
4.95
4.375
-5%
0007B
4.625
4.25
4.30
4.250
4.95
4.25
-8%
0008
4.625
4.25
4.30
4.250
4.95
4.25
-8%
0009A
4.625
4.625
4.30
4.625
4.95
4.625
0%
0009B
4.625
4.5
4.30
4.500
4.95
4.5
-3%
U010A
4.625
4.375
4.30
4.375
4.95
4.375
-5%
U01013
4.625
4.5
4.30
4.500
4.95
4.5
-3%
U011
4.625
4.5
4.30
4.500
4.95
4.5
-3%
U012A
4.625
4.5
4.30
4.500
4.95
4.5
-3%
U012B
4.625
4.25
4.30
4.250
4.95
4.25
-8%
U013A
1.75
1.375
1.63
1.375
1.87
1.375
-21%
U013B
1.75
1.5
1.63
1.500
1.87
1.5
-14%
U014
1.75
1.75
1.63
1.750
1.87
1.75
0%
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE052
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR: Manhattan
Jack #1 PSI: 5400
LEVEL/POUR: Level
2, Pour 3
Jack #2 PSI:
DATE: 7/2/18
1 STRESS BY: K & A Rebar
VERIFIED BY: Adam Wood
PAGE 1 OF 3
MEASURED ELONGATION
TENDON
MARK
CALC
ELONG
(in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
U015A
1.75
1.875
1.63
1.875
1.87
1.875
7%
U015B
1.75
1.375
1.63
1.375
1.87
1.375
-21%
U016A
1.75
1.5
1.63
1.500
1.87
1.5
-14%
U016B
1.75
2
1.63
2.000
1.87
2
14%
U017
1.75
1.875
1.63
1.875
1.87
1.875
7%
U018
1.75
2
1.63
2.000
1.87
2
14%
M001A
3.625
3.375
3.37
3.375
3.88
3.375
-7%
M0016
3.625
3.5
3.37
3.500
3.88
3.5
-3%
M001C
3.625
3.375
3.37
3.375
3.88
3.375
-7%
M001D
3.625
3.5
3.37
3.500
3.88
3.5
-3%
M001E
3.625
3.625
3.37
3.625
3.88
3.625
0%
M001F
3.625
3.25
3.37
3.250
3.88
3.25
-10%
M001G
3.625
3.625
3.37
3.625
3.88
3.625
0%
M001H
3.625
3.375
3.37
3.375
3.88
3.375
-7%
M0011
3.625
3.25
3.37
3.250
3.88
3.25
-10%
M002A
4.875
4.625
4.53
4.625
5.22
4.625
-5%
M002B
4.875
4.625
4.53
4.625
5.22
4.625
-5%
M002C
4.875
4.625
4.53
4.625
5.22
4.625
-5%
M002D
4.875
5
4.53
5.000
5.22
5
3%
M002E
4.875
4.875
4.53
4.875
5.22
4.875
0%
M002F
4.875
4.75
4.53
4.750
5.22
4.75
-3%
M002G
4.875
4.75
4.53
4.750
5.22
4.75
-3%
M002H
4.875
5.5
4.53
5.500
5.22
5.5
13%
M0021
4.875
5
4.53
5.000
5.22
5
3%
M002J
4.875
5.375
4.53
5.375
5.22
5.375
10%
M002K
4.875
4.875
4.53
4.875
5.22
4.875
0%
M002L
4.875
4.5
4.53
4.500
5.22
4.5
-8%
M002M
4.875
4.875
4.53
4.875
5.22
4.875
0%
M002N
4.875
4.875
4.53
4.875
5.22
4.875
0%
M0020
4.875
4.5
4.53
4.500
5.22
4.5
-8%
M003A
4.875
4.875
4.53
4.875
5.22
4.875
0%
M003B
4.875
4.5
4.53
4.500
5.22
4.5
-8%
M003C
4.875
4.25
4.53
4.250
5.22
4.25
-13%
M003D
4.875
4.75
4.53
4.750
5.22
4.75
-3%
M003E
4.875
4.875
4.53
4.875
5.22
4.875
0%
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE052
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR: Manhattan
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 3
Jack #2 PSI:
DATE: 7/2/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 2 OF 3
MEASURED ELONGATION
CALC
TENDON ELONG End 1 End 2
MARK (in.) (in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
M003F 4.875 4.75
4.53
4.750
5.22
4.75
-3%
M003G 4.875 4.75
4.53
4.750
5.22
4.75
-3%
M003H 4.875 4.75
4.53
4.750
5.22
4.75
-3%
M0031 4.875 5
4.53
5.000
5.22
5
3%
M003J 4.875 5
4.53
5.000
5.22
5
3%
M003K 4.875 5
4.53
5.000
5.22
5
3%
M003L 4.875 5
4.53
5.000
5.22
5
3%
M003M 4.875 4.875
4.53
4.875
5.22
4.875
0%
M003N 4.875 51/4
4.53
5.250
5.22
5.25
8%
M003O .875 3.375
4.53
3.375
3.3
-31%
Pending RFI,
David Saiter
SHEETTITLE: ELONGATION RECORDS
Jack #1: MRE052
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR: Manhattan
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 3
Jack #2 PSI:
DATE: 7/2/18 1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 3 OF 3
Distribution Page
Report Number: 95181011.0332
Service Date: 07/02/18
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
DEVIATION LOG
Report Date: 7/9/2018
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste400
Tulsa, OK 74136
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status
D000001 0047 Concrete Compressive
Strength Test
D000002 0212 Field Density Testing
D000003 0212 Field Density Testing
D000004 0212 Field Density Testing
D000005 0212 Field Density Testing
D000006 0212 Field Density Testing
D000007 0169 Concrete Compressive
Strength Test
D000008 0232 Concrete Compressive
Strength Test
D000009 0249 Field Density Testing
02/15/18 Slump does not comply, Set 1 Concrete met specified
strength
04/26/18 Moisture content does not comply, Test 1 Retested
Comments: Low Moisture Content.
David with Manhattan was notified.
04/26/18 Moisture content does not comply, Test2 Retested
Comments: Low Moisture Content.
David with Manhattan was notified.
04/26/18 Moisture content does not comply, Test Retested
Comments: Low Moisture Content.
David with Manhattan was notified.
04/26/18 `Moisture content does not comply, Test4 Retested
Comments: Low Moisture Content.
David with Manhattan was notified.
04/26/18 Moisture content does not comply, Test Retested
Comments: Low Moisture Content.
David with Manhattan was notified.
04/11/18 Average compressive strength does not
comply, Set 1 Age 28
05/08/18 Slump does not comply, Set 1 Concrete met strength
05/16/18 Moisture content does not comply, Test Retested
65
Page 1 of 2
02/22/18 Closed
04/27/18 Closed
04/27/18
04/27/18
04/27/18
Closed
Closed
Closed
04/27/18 Closed
Open
06/05/18 Closed
05/16/18 Closed
DEVIATION LOG
Report Date: 7/9/2018
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste400
Tulsa, OK 74136
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number:
95181011
Deviation No. Report No.
Service
Service Date
Description/Comments
How Resolved
Date Resolved
Status
D000010
0271
Field Density Testing
05/30/18
Percent compaction does not comply,
Retested Same Day
05/30/18
Closed
Test 1
13000011
0271
Field Density Testing
05/30/18
Percent compaction does not comply,
Retested Same Day
05/30/18
Closed
Test 2
D000012
0271
Field Density Testing
05/30/18
Percent compaction does not comply,
Retested Same Day
05/30/18
Closed
Test 3
D000013
0273
Field Density Testing
05/31/18
Percent compaction does not comply,
Retested Same Day
05/31/18
Closed
Test 69
D000014
0273
Field Density Testing
05/31/18
Percent compaction does not comply,
Retested Same Day
05/31/18
Closed
Test 71
D000015
0169
Concrete Compressive
04/11/18
Average compressive strength does not
Open
Strength Test
comply, Set 1 Age 56
D000016
0332
Post -Tension Stressing
07/02/18
Post -Tension Stressing
Pending
Open
Comments: David Saiter w/Manhattan
was notified and given a copy of the
field report.
D000017
0335
Concrete Compressive
07/03/18
Slump does not comply, Set 1
Pending compressive
Open
Strength Test
Comments: excessive slump. Contractor strength at 28 days.
was notified
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