HomeMy WebLinkAboutTerracon - 11/19/2018 (4)POST -TENSION STRESSING REPORT
Report Number: 95181011.0547
Irerracon
Service Date: 11/14/18 2501 E Loop 820 N
Report Date: 11/19/18 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 5 Upturn Beams & Level 3, Pour 9 & 10. Please note that tendons highlighted in yellow are outside of the tolerance
of +/-7%. See attached sheets for recorded data.
Services:
Terracon Rep.: Adam Wood
Reported To: David Saiter w/ Manhattan
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
CALC
TENDON ELONG
MARK (in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
Restress
(psi or
7% kips)
TOTAL
(in.)
% (+/-)
REMARKS
M022A 13
15.375
12.09
15.38
13.91
15.375
18%
M022B 13
14.75
12.09
14.75
13.91
14.75
13%
M022C 13
14.75
12.09
14.75
13.91
14.75
13%
M022D 13
14.875
12.09
14.88
13.91
14.875
14%
M022E 13
14.875
12.09
14.88
13.91
14.875
14%
M022F 13
14.25
12.09
14.25
13.91
14.25
10%
M 107A 1.75
2
1.63
2.00
1.87
2
14%
M107B 1.75
2
1.63
2.00
1.87
2
14%
M107C 1.75
2
1.63
2.00
1.87
2
14%
M107D 1.75
1.875
1.63
1.88
1.87
1.875
7%
M107E 1.75
1.75
1.63
1.75
1.87
1.75
0%
M107F 1.75
1.875
1.63
1.88
1.87
1.875
7%
M107G 1.75
2.25
1.63
2.25
1.87
2.25
29%
U253 3.625
3.5
3.37
3.50
3.88
3.5
-3%
U089
7.5
0.00
7.50
0.00
7.5
#DIV/0!
No Elongation
U090A
6.875
0.00
6.88
0.00
6.875
#DIV/0!
No Elongation
U090B
7
0.00
7.00
0.00
7
#DIV/0!
No Elongation
U254 3.625
3.375
3.37
3.38
3.88
3.375
-7%
U091A
7.125
0.00
7.13
0.00
7.125
#DIV/0!
No Elongation
U091B
6.75
0.00
6.75
0.00
6.75
#DIV/0!
No Elongation
U092
7
0.00
7.00
0.00
7
#DIV/0!
No Elongation
U255 3.625
3.5
3.37
3.50
3.88
3.5
-3%
U093A
3.5
0.00
3.50
0.00
3.5
#DIV/0!
No Elongation
U093B
3.875
0.00
3.88
0.00
3.875
#DIV/0!
No Elongation
U094A
8.75
0.00
8.75
0.00
8.75
#DIV/0!
No Elongation
U094B
7.625
0.00
7.63
0.00
7.625
#DIV/0!
No Elongation
U261
7.25
0.00
7.25
0.00
7.25
#DIV/0!
No Elongation
U105 3.625
4.25
3.37
4.25
3.88
4.25
17%
Broken
Calculation elongations didn't match on several cables due to the previous issues. Due to U261 & U105 measurements
there is potential they were flipped during the pre -pour. After the concrete broke @ dead end it appears U261 is indeed
the outside cable. U089, U090A, U0906, U091A, U09113, U092, U093A, U09313, U094A, and U094B were pulled with no
calculated elongations as fixes for Level 3 pour 9 & 10.
SHEETTITLE:
ELONGATION RECORDS
Jack#1: MR567
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR: Manhattan
Jack #1 PSI: 7000
LEVEL/POUR: Level
5, Upturn Beams & Level
3, Pour
9 & 10
Jack #1 PSI:
DATE: 11/14/18
1 STRESS BY: K & A Rebar
VERIFIED BY: Adam Wood
PAGE 1 OF 1
Distribution Paae
Report Number: 95181011.0547
Service Date: 11/14/18
Report Date: 11/19/18
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) City of Grapevine TX, Hans Strayer
(1) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Company, Ben Jensen
(1) Manhattan Construction Company, Chase Pritchard
(1) Manhattan Construction Company, Daniel Rideau
(1) Manhattan Construction Company, David Saiter
(1) Manhattan Construction Company, Frederick Moore
(1) Manhattan Construction Company, Klint Robertson
(1) Manhattan Construction Company, Matthew Powell
(1) Manhattan Construction Company, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600