HomeMy WebLinkAboutTerracon - 12/11/2018 (23)POST -TENSION STRESSING REPORT
Irerracon
Report Number: 95181011.0579
Service Date: 12/08/18 2501 E Loop 820 N
Report Date: 12/11/18 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 6 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:
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
TENDON
MARK
Req Force
ELONG (psi or End 1
(in.) Kips) (in.)
End 2
(in.)
Total
Recorded
-7% (in.) 7%
Restress
(psi or TOTAL
kips) (in.) % (+/-)
REMARKS
M022A
13 14
121/8 14 137/8
14 8%
M022B
13 137/8
121/8 137/8 137/8
137/8 7%
M022C
13 137/8
121/8 137/8 137/8
137/8 7%
M022D
13 141/2
121/8 144/8 137/8
141/2 12%
M022E
13 14
121/8 14 137/8
14 8%
M022F
13 141/8
121/8 141/8 137/8
141/8 9%
M107A
13/4 15/8
15/8 15/8 17/8
15/8 -7%
M107B
13/4 15/8
15/8 15/8 17/8
15/8 -7%
M107C
13/4 15/8
15/8 15/8 17/8
15/8 -7%
M107D
13/4 15/8
15/8 15/8 17/8
15/8 -7%
M107E
13/4 13/4
15/8 16/8 17/8
13/4 0%
M107F
13/4 11/2
15/8 14/8 17/8
11/2 -14%
M107G
13/4 15/8
15/8 15/8 17/8
15/8 -7%
SHEETTITLE: ELONGATION RECORDS
Jack#1: MR314
JOB/LOCATION: Grapevine Main Phase I
Jack #2:
CONTRACTOR: Manhattan
Jack #1 PSI: 7000
LEVEL/POUR: Level 6 Upturn Beams
Jack #2 PSI:
DATE: 12/8/18 1 ISTRESS BY: K&A Rebar IVERIFIED BY: Adam Wood
PAGE 1 of 1
Distribution Page Irerracon
Report Number: 95181011.0579
Service Date: 12/08/18 2501 E Loop 820 N
Report Date: 12/11/18 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, 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