HomeMy WebLinkAboutTerracon - 11/1/2018POST -TENSION STRESSING REPORT
Report Number: 95181011.0514
Irerracon
Service Date: 11/01/18 2501 E Loop 820 N
Report Date: 11/04/18 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:
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 End 1 End 2
MARK (in.) (in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
M007A 13 13.75
12.09
13.75
13.91
13.75
6%
M007B 13 14
12.09
14.00
13.91
14
8%
M007C 13 13.875
12.09
13.88
13.91
13.875
7%
M007D 13 13.75
12.09
13.75
13.91
13.75
6%
M007E 13 13.875
12.09
13.88
13.91
13.875
7%
M007F 13 13.875
12.09
13.88
13.91
13.875
7%
SHEETTITLE: ELONGATION RECORDS
Jack #1:MR314
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR: Manhattan
Jack #1 PSI: 7000
LEVEL/POUR: Level 5 Upturn Beams
Jack #2 PSI:
DATE: 11/1/18 1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
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