HomeMy WebLinkAboutTerracon - 7/11/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0350
Service Date: 07/11/18 2501 E Loop 820 N
Report Date: 08/09/18 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: 5,000
psi @ 28
days
Sample Date:
07/11/18 Sample Time: 1435
Sampled By:
Humberto Portillo
Mix ID: 9727
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
10 of 30 Batch Size (cy): 10
Batch Time: 1346
Plant:
123
Placement Method:
Direct Discharge
Truck No.: 1737
Ticket No.:
12330499
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Parking Garage ColumnsP12/15
Test
Result
Specification
Placement Location:
Columns P11/15, P12/15, P13/15, and
Slump (in):
63/4
5-7
P13/16.4; Wall from 15-16
Air Content (%):
4.3
3-6
Concrete Temp. (F):
88
50-95
Ambient Temp. (F):
92
Plastic Unit Wt. (pcf):
144.4
Yield (Cu. Yds.):
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
07/12/18
07/18/18 7 60,720
4,830 2
1 B 4.00
12.57
07/12/18
08/08/18 28 74,080
5,900 3
1 C 4.00
12.57
07/12/18
08/08/18 28 73,270
5,830 4
1 D 4.00
12.57
07/12/18
08/08/18 28 77,590
6,170 2
Average (28 days)
5,970
1 E
07/12/18
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.: Humberto Portillo
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: 95181011.0350
Service Date: 07/11/18
Report Date: 08/09/18 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: 95181011.0350
Service Date: 07/11/18 2501 E Loop 820 N
Report Date: 07/19/18 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:
1346 Plant: 123
Truck No.:
1737 Ticket No.: 12330499
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Set Specimen Avg Diam.
Result Specification
63/4 5 -7
4.3 3 - 6
88
92
144.4
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
07/12/18
Initial Cure: Outside
7
Comments:
Samples Made By: Terracon
Services:
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
07/12/18
07/18/18
7
60,720
12.57
07/12/18
08/08/18
28
12.57
07/12/18
08/08/18
28
12.57
07/12/18
08/08/18
28
07/12/18
Hold
Final Cure: Moist Room
Terracon Rep.: Humberto Portillo
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list.
07/11/18 Sample Time: 1435
Humberto Portillo
Clear
10 of 30 Batch Size (cy): 10
Direct Discharge
P12/15
Columns P11/15, P12/15, P13/15, and
P13/16.4; Wall from 15-16
Compressive
Strength Fracture Tested
(psi) Type By
4,830 2
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: 95181011.0350
Service Date: 07/11/18
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
CANCELLED SERVICE REPORT
Report Number: 95181011.0349
Service Date: 07/11/18
Report Date: 07/23/18
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 07/18/2018 a representative of Terracon arrived at the above referenced project to perform concrete testing. Upon
arrival to the site the technician was notified by David with Manhattan that services had been cancelled due to having
issues with the post -tension cables.
Services:
Terracon Rep.: Humberto Portillo
Reported To: David with Manhattan
Contractor: Manhattan
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: 95181011.0349
Service Date: 07/11/18
Report Date: 07/23/18
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 OBSERVATIONS REPORT
Report Number: 95181011.0348
Irerracon
Service Date: 07/11/18 2501 E Loop 820 N
Report Date: 07/23/18 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
PROJECT DATA
Drawings Utilized: PTO 1, PT02, PT03, PT04, PT05, PT06, PT07, PT08, R02 -1G, R02 -1R, R02 -1Q, R02 -1K, R02 -1H
Locations/Items Observed: Pour 5 Section North of Pour Strip
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing DrawingsX
Approved
Length and Shape
X
Column Tie Spacing &
Type
Bar and Cable Size
X
Proper Placement
X
Stirrup Spacing & Type
X
Bar and Cable Grade
X
Properly Tied
X
Cables Properly Wrapped
Rebar and Cables Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Supports
X
Lapped Splices
X
Number of Bars and
Cables
X
Proper Cover/Clearance
X
Proper Drape of Cables
X
Discrepancies/Comments:
Cable U108 and U039 switched at the live end
Tendons missing in beam on 15 Line and Tendons U054B and U054C have been placed into the beam past the stairs. Calc. Elongations
will also not match due to the issue.
Extra "short" tendon added between U043 and U044 at the same starting grid line as U109
T043 live end was not properly attached to the forms.
P7/16 Cables were covered in dried concrete from previous pour.
T022A and T022B were cut and two new strands were continued.
T023A and T023B were not stressed prior to next area being poured.
Clearance issues on multiple beams/Girder
Services:
Terracon Rep.: Adam Wood
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�njupa
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.
R940004, 07-01-12, Rev.0 Page 1 of 1
Distribution Page
Report Number: 95181011.0348
Service Date: 07/11/18
Report Date: 07/23/18
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: 95181011.0347
Irerracon
Service Date: 07/11/18 2501 E Loop 820 N
Report Date: 07/16/18 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
Proiect 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 #4. Please note that tendons highlighted in yellow are outside the tolerance of +/-7%. See attached sheets for
recorded data.
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.)
Restress
(psi or
7% kips)
TOTAL
(in.)
% (+/-)
REMARKS
0001A
7.125
5.75
6.63
5.75
7.62
5.75
-19%
00018
7.125
6.63
#VALUE!
7.62
#VALUE!
#VALUE!
See Comments
0002
7.125
6.63
#VALUE!
7.62
#VALUE!
#VALUE!
See Comments
0003A
7.125
6.5
6.63
6.50
7.62
6.5
-9%
00036
7.125
7.25
6.63
7.25
7.62
7.25
2%
0004A
7.125
6.625
6.63
6.63
7.62
6.625
-7%
0004B
7.125
6.625
6.63
6.63
7.62
6.625
-7%
0005
7.125
6
6.63
6.00
7.62
6
-16%
0006A
7.125
7.125
6.63
7.13
7.62
7.125
0%
00066
7.125
6.875
6.63
6.88
7.62
6.875
-4%
0007A
7.125
6.75
6.63
6.75
7.62
6.75
-5%
0007B
7.125
7.25
6.63
7.25
7.62
7.25
2%
0008
7.125
7.125
6.63
7.13
7.62
7.125
0%
0009A
7.125
6.75
6.63
6.75
7.62
6.75
-5%
0009B
7.125
7.375
6.63
7.38
7.62
7.375
4%
U010A
7.125
7.125
6.63
7.13
7.62
7.125
0%
U01013
7.125
7
6.63
7.00
7.62
7
-2%
U011
7.125
6.75
6.63
6.75
7.62
6.75
-5%
U012A
7.125
7.125
6.63
7.13
7.62
7.125
0%
U012B
7.125
6.75
6.63
6.75
7.62
6.75
-5%
U013A
7.125
7.5
6.63
7.50
7.62
7.5
5%
U013B
7.125
7.625
6.63
7.63
7.62
7.625
7%
U014
7.125
6.375
6.63
6.38
7.62
6.375
-11%
U015A
7.125
6.875
6.63
6.88
7.62
6.875
-4%
U015B
7.125
7
6.63
7.00
7.62
7
-2%
U016A
7.125
6.875
6.63
6.88
7.62
6.875
-4%
U016B
7.125
7
6.63
7.00
7.62
7
-2%
U017
7.125
7.125
6.63
7.13
7.62
7.125
0%
U018
7.125
6.375
6.63
6.38
7.62
6.375
-11%
U023A
4.875
4.53
#VALUE!
5.22
#VALUE!
#VALUE!
See Comments
U023B
4.875
4.53
#VALUE!
5.22
#VALUE!
#VALUE!
See Comments
U024
4.875
6.375
4.53
6.38
5.22
6.375
31%
U025A
4.875
5.875
4.53
5.88
5.22
5.875
21%
U025B
4.875
6.625
4.53
6.63
5.22
6.625
36%
U026A
4.875
6
4.53
6.00
5.22
6
23%
COMMENTS: Tendons 00016 & 0002 are live end anchors, Tendons U023A & U023B not pulled due to U022 Failure
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE001
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR.
Jack #1 PSI: 5400
LEVEL/POUR: Level
2, Pour 4
Jack #2 PSI:
DATE: 7/11/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 1 OF 6
MEASURED ELONGATION
CALC
TENDON ELONG
MARK (in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
U026B 4.875
5.875
4.53
5.88
5.22
5.875
21%
U027A 4.875
6
4.53
6.00
5.22
6
23%
U027B 4.875
6.125
4.53
6.13
5.22
6.125
26%
U028 4.875
6.375
4.53
6.38
5.22
6.375
31%
U029A 4.875
6.125
4.53
6.13
5.22
6.125
26%
U029B 4.875
6.125
4.53
6.13
5.22
6.125
26%
U030A 4.875
6
4.53
6.00
5.22
6
23%
U030B 4.875
6.25
4.53
6.25
5.22
6.25
28%
U031A 4.875
5.875
4.53
5.88
5.22
5.875
21%
U031B 4.875
6.125
4.53
6.13
5.22
6.125
26%
U032 4.875
6.25
4.53
6.25
5.22
6.25
28%
U033A 4.875
6.75
4.53
6.75
5.22
6.75
38%
U033B 4.875
5.75
4.53
5.75
5.22
5.75
18%
U034 4.875
6.375
4.53
6.38
5.22
6.375
31%
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE001
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 4
Jack #2 PSI:
DATE: 7/11/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 2 OF 6
MEASURED ELONGATION
CALC
TENDON ELONG
MARK (in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
M011A 4.5
4.25
4.19
4.25
4.82
4.25
-6%
M011B 4.5
4.125
4.19
4.13
4.82
4.125
-8%
M011C 4.5
4.375
4.19
4.38
4.82
4.375
-3%
M011D 4.5
4.125
4.19
4.13
4.82
4.125
-8%
M011E 4.5
4.375
4.19
4.38
4.82
4.375
-3%
M001F 4.5
4.25
4.19
4.25
4.82
4.25
-6%
M011G 4.5
4.25
4.19
4.25
4.82
4.25
-6%
M011H 4.5
4.25
4.19
4.25
4.82
4.25
-6%
M0111 4.5
41/2
4.19
4.50
4.82
4.5
0%
M011J 4.5
4.75
4.19
4.75
4.82
4.75
6%
M011K 4.5
4.875
4.19
4.88
4.82
4.875
8%
M011L 4.5
4.75
4.19
4.75
4.82
4.75
6%
M001M 4.5
5.125
4.19
5.13
4.82
5.125
14%
M005A 13
13.25
12.09
13.25
13.91
13.25
2%
M005B 13
13.5
12.09
13.50
13.91
13.5
4%
M005C 13
13.375
12.09
13.38
13.91
13.375
3%
M005D 13
13.125
12.09
13.13
13.91
13.125
1%
M005E 13
13
12.09
13.00
13.91
13
0%
M005F 13
13.75
12.09
13.75
13.91
13.75
6%
M005G 13
14.5
12.09
14.50
13.91
14.5
12%
M005H 13
15.25
12.09
15.25
13.91
15.25
17%
M0051 13
14.875
12.09
14.88
13.91
14.875
14%
M005J 13
14.25
12.09
14.25
13.91
14.25
10%
M005K 13
14.5
12.09
14.50
13.91
14.5
12%
M005L 13
13.875
12.09
13.88
13.91
13.875
7%
M005M 13
14.125
12.09
14.13
13.91
14.125
9%
M005N 13
13.5
12.09
13.50
13.91
13.5
4%
M0050 13
15.5
12.09
15.50
13.91
15.5
19%
M005P 13
12.09
#VALUE!
13.91
#VALUE!
#VALUE!
See Comments
M005Q 13
14.125
12.09
14.13
13.91
14.125
9%
COMMENTS:
Tendon M005P Broke
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE001
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 4
Jack #2 PSI:
DATE: 7/11/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 3 OF 6
MEASURED ELONGATION
TENDON
MARK
CALC
ELONG
(in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
Restress
(psi or
7% kips)
TOTAL
(in.)
% (+/-)
REMARKS
M102A
4.875
6.125
4.53
6.13
5.22
6.125
26%
See comments
M102B
4.875
6
4.53
6.00
5.22
6
23%
See comments
M102C
4.875
6.375
4.53
6.38
5.22
6.375
31%
See comments
M103D
4.875
6.5
4.53
6.50
5.22
6.5
33%
M102E
4.875
6.25
4.53
6.25
5.22
6.25
28%
M102F
4.875
6
4.53
6.00
5.22
6
23%
M102G
4.875
6
4.53
6.00
5.22
6
23%
M006A
13
135/8
12.09
13.63
13.91
13.625
5%
M006B
13
13.625
12.09
13.63
13.91
13.625
5%
M006C
13
13.5
12.09
13.50
13.91
13.5
4%
M006D
13
15.5
12.09
15.50
13.91
15.5
19%
M006E
13
13.75
12.09
13.75
13.91
13.75
6%
M006F
13
11.625
12.09
11.63
13.91
11.625
-11%
M006G
13
14.75
12.09
14.75
13.91
14.75
13%
M006H
13
13.625
12.09
13.63
13.91
13.625
5%
M0061
13
14.25
12.09
14.25
13.91
14.25
10%
M 0061
13
15
12.09
15.00
13.91
15
15%
M006K
13
14.25
12.09
14.25
13.91
14.25
10%
M006L
13
13.875
12.09
13.88
13.91
13.875
7%
M007A
12.375
13
11.51
13.00
13.24
13
5%
M007B
12.375
14.125
11.51
14.13
13.24
14.125
14%
M007C
12.375
13.5
11.51
13.50
13.24
13.5
9%
M007D
12.375
13.5
11.51
13.50
13.24
13.5
9%
M007E
12.375
13.125
11.51
13.13
13.24
13.125
6%
M007F
12.375
13.375
11.51
13.38
13.24
13.375
8%
M007G
12.375
14.125
11.51
14.13
13.24
14.125
14%
M007H
12.375
15
11.51
15.00
13.24
15
21%
M0071
12.375
14.125
11.51
14.13
13.24
14.125
14%
M031A
8.875
9.75
8.25
9.75
9.50
9.75
10%
M031B
8.875
10.25
8.25
10.25
9.50
10.25
15%
COMMENTS: M102 calculated elongations will not match up due to the pour extending to P5. M102 was also stressed
after M011 & the East end of M005 & before the other beams
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE001
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR.
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 4
Jack #2 PSI:
DATE: 7/11/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 4 OF 6
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
M004A
4.875
4.625
4.53
4.63
5.22
4.625
-5%
ALT./MRE004
M004B
4.875
4.5
4.53
4.50
5.22
4.5
-8%
ALT./MRE004
M004C
4.875
4.75
4.53
4.75
5.22
4.75
-3%
ALT./MRE004
M004D
4.875
4.625
4.53
4.63
5.22
4.625
-5%
ALT./MRE004
M004E
4.875
4.625
4.53
4.63
5.22
4.625
-5%
M004F
4.875
4.5
4.53
4.50
5.22
4.5
-8%
M004G
4.875
4.75
4.53
4.75
5.22
4.75
-3%
M004H
4.875
5
4.53
5.00
5.22
5
3%
M0041
4.875
43/4
4.53
4.75
5.22
4.75
-3%
M004J
4.875
4.625
4.53
4.63
5.22
4.625
-5%
M004K
4.875
4.875
4.53
4.88
5.22
4.875
0%
M004L
4.875
4
4.53
4.00
5.22
4
-18%
M004M
4.875
4.775
4.53
4.78
5.22
4.775
-2%
M004N
4.875
5.25
4.53
5.25
5.22
5.25
8%
M0040
4.875
4.875
4.53
4.88
5.22
4.875
0%
M103A
1.625
1.25
1.51
1.25
1.74
1.25
-23%
ALT./MRE004
M103B
1.625
1.25
1.51
1.25
1.74
1.25
-23%
ALT./MRE004
M103C
1.625
1.625
1.51
1.63
1.74
1.625
0%
ALT./MRE004
M103D
1.625
1.25
1.51
1.25
1.74
1.25
-23%
ALT./MRE004
M101A
6
5.5
5.58
5.50
6.42
5.5
-8%
ALT./MRE004
M101B
6
5.75
5.58
5.75
6.42
5.75
-4%
ALT./MRE004
M101C
6
6.125
5.58
6.13
6.42
6.125
2%
ALT./MRE004
M101D
6
5.5
5.58
5.50
6.42
5.5
-8%
ALT./MRE004
M101E
6
6.25
5.58
6.25
6.42
6.25
4%
ALT./MRE004
M101F
6
6.125
5.58
6.13
6.42
6.125
2%
ALT./MRE004
M101G
6
5.625
5.58
5.63
6.42
5.625
-6%
ALT./MRE004
M101H
6
5.625
5.58
5.63
6.42
5.625
-6%
ALT./MRE004
M1011
6
5.75
5.58
5.75
6.42
5.75
-4%
ALT./MRE004
M101J
6
5.75
5.58
5.75
6.42
5.75
-4%
ALT./MRE004
M101K
6
6.5
5.58
6.50
6.42
6.5
8%
ALT./MRE004
M101L
6
6.5
5.58
6.50
6.42
6.5
8%
ALT./MRE004
M101M
6
5.75
5.58
5.75
6.42
5.75
-4%
ALT./MRE004
M101N
6
6
5.58
6.00
6.42
6
0%
ALT./MRE004
COMMENTS:
MRE004 Replacement Jack
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE001
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 4
Jack #2 PSI:
DATE: 7/11/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 5 OF 6
MEASURED ELONGATION
CALC
TENDON ELONG
MARK (in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
M1010 6
5.75
5.58
5.75
6.42
5.75
-4%
M101P 6
5.625
5.58
5.63
6.42
5.625
-6%
M101Q 6
6.25
5.58
6.25
6.42
6.25
4%
M101R 6
6.5
5.58
6.50
6.42
6.5
8%
M1015 6
5.875
5.58
5.88
6.42
5.875
-2%
M101T 6
5.75
5.58
5.75
6.42
5.75
-4%
M101U 6
6.25
5.58
6.25
6.42
6.25
4%
M101V 6
5.75
5.58
5.75
6.42
5.75
-4%
M101W 6
53/8
5.58
5.38
6.42
5.375
-10%
M101X 6
5.5
5.58
5.50
6.42
5.5
-8%
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE001
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 4
Jack #2 PSI:
DATE: 7/11/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 6 OF 6
Distribution Page
Report Number: 95181011.0347
Service Date: 07/11/18
Report Date: 07/16/18
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: 95181011.0346A
Service Date: 07/11/18
Report Date: 07/13/18
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 07/11/2018, a representative of Terracon was present at the above referenced project to obtain 1 set of 5 concrete test
cylinders cast on 07/10/2018. 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 95181011.0346.
Services:
Terracon Rep.: Humberto Portillo
Reported To: David with Manhattan
Contractor: Manhattan
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: 95181011.0346A
Service Date: 07/11/18
Report Date: 07/13/18
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