HomeMy WebLinkAboutTerracon - 10/2/2018 (3)POST -TENSION STRESSING REPORT
Irerracon
Report Number: 95181011.0477
Service Date: 10/02/18 2501 E Loop 820 N
Report Date: 10/08/18 Fort Worth, TX 76118-6978
Task: Parking Garage 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 4, Pour 12/13 Leave -outs. Please note that tendons highlighted in yellow are outside of the tolerance of +/-7%
See attached sheets for recorded data.
Services:
Terracon Rep.: Chad Brown
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.
se0001, 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.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
M104A 1.5
1.375
1.40
1.38
1.61
1.375
-8%
M104B 1.5
1.625
1.40
1.63
1.61
1.625
8%
M104C 1.5
1.625
1.40
1.63
1.61
1.625
8%
M104D 1.5
1.625
1.40
1.63
1.61
1.625
8%
M104E 1.5
1.5
1.40
1.50
1.61
1.5
0%
M104F 1.5
1.625
1.40
1.63
1.61
1.625
8%
M104G 1.5
1.5
1.40
1.50
1.61
1.5
0%
M007A 13
14.125
12.09
14.13
13.91
14.125
9%
M007B 13
13.75
12.09
13.75
13.91
13.75
6%
M007C 13
14
12.09
14.00
13.91
14
8%
M007D 13
14.5 0.125
12.09
14.63
13.91
14.625
13%
M007E 13
15 0.125
12.09
15.13
13.91
15.125
16%
M007F 13
14.125 0.25
12.09
14.38
13.91
14.375
11%
M102A 3
3
2.79
3.00
3.21
3
0%
M102B 3
3.125
2.79
3.13
3.21
3.125
4%
M102C 3
3.125
2.79
3.13
3.21
3.125
4%
M102D 3
3.25
2.79
3.25
3.21
3.25
8%
M102E 3
3.125
2.79
3.13
3.21
3.125
4%
M102F 3
3.125
2.79
3.13
3.21
3.125
4%
M102G 3
3.125
2.79
3.13
3.21
3.125
4%
SHEETTITLE:
ELONGATION RECORDS
Jack #1: OT0174
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 7000
LEVEL/POUR: Level
4, Pour 12/13 Leave -outs
Jack #2 PSI:
DATE: 10/2/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Chad Brown
PAGE 1 OF 1
Distribution Page Irerracon
Report Number: 95181011.0477
Service Date: 10/02/18 2501 E Loop 820 N
Report Date: 10/08/18 Fort Worth, TX 76118-6978
Task: Parking Garage 817-268-8600
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, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(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, Jaehyung Ahn
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva