HomeMy WebLinkAboutTerracon - 11/9/2018 (4)POST -TENSION STRESSING REPORT
Report Number: 95181011.0536
Irerracon
Service Date: 11/08/18 2501 E Loop 820 N
Report Date: 11/09/18 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
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. 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
M102A 3
2.5
2.79
2.50
3.21
2.5
-17%
See below
M102B 3
2.75
2.79
2.75
3.21
2.75
-8%
See below
M102C 3
2.75
2.79
2.75
3.21
2.75
-8%
See below
M102D 3
2.75
2.79
2.75
3.21
2.75
-8%
See below
M102E 3
3.125
2.79
3.13
3.21
3.125
4%
M102F 3
3
2.79
3.00
3.21
3
0%
M102G 3
2.75
2.79
2.75
3.21
2.75
-8%
See below
M104A 1.5
1.25
1.40
1.25
1.61
1.25
-17%
See below
M104B 1.5
1.375
1.40
1.38
1.61
1.375
-8%
See below
M104C 1.5
1.25
1.40
1.25
1.61
1.25
-17%
See below
M104D 1.5
1.375
1.40
1.38
1.61
1.375
-8%
See below
M104E 1.5
1.375
1.40
1.38
1.61
1.375
-8%
See below
M104F 1.5
1.375
1.40
1.38
1.61
1.375
-8%
See below
M104G 1.5
1.5
1.40
1.50
1.61
1.5
0%
Tendons highlighted in yellow were observed to be outside the tolerance of +/-7%.
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
Jack #2 PSI:
DATE: 11/8/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 1 OF 1
Distribution Paae
Report Number: 95181011.0536
Service Date: 11/08/18
Report Date: 11/09/18
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) 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) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(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, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600