HomeMy WebLinkAboutTerracon - 12/4/2018POST -TENSION STRESSING REPORT
Irerracon
Report Number: 95181011.0570
Service Date: 12/03/18 2501 E Loop 820 N
Report Date: 12/04/18 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 Garage. 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.
se0001, 10-16-13, Rev.10 Page 1 of 1
MEASURED ELONGATION
Req Force
TENDON ELONG (psi or
MARK in. Kips)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
in.
Restress
(psi or
7% kis
TOTAL
(in.)
% (+/-)
REMARKS
M102A 3
3
26/8
3
32/8
3
0%
M102B 3
31/8
26/8
31/8
32/8
31/8
4%
M102C 3
27/8
26/8
27/8
32/8
27/8
-4%
M102D 3
3
26/8
3
32/8
3
0%
M102E 3
31/8
26/8
31/8
32/8
31/8
4%
M102F 3
31/8
26/8
31/8
32/8
31/8
4%
M102G 3
27/8
26/8
27/8
32/8
27/8
-4%
M104A 11/2
11/8
13/8
11/8
15/8
11/8
-25%
M104B 11/2
11/4
13/8
12/8
15/8
11/4
-17%
M104C 11/2
11/4
13/8
12/8
15/8
11/4
-17%
M104D 11/2
11/2
13/8
14/8
15/8
11/2
0%
M104E 11/2
13/8
13/8
13/8
15/8
13/8
-8%
M104F 11/2
11/4
13/8
12/8
15/8
11/4
-17%
M106A 31/8
27/8
27/8
27/8
33/8
27/8
-8%
M106B 31/8
3
27/8
3
33/8
3
-4%
M106C 31/8
3
27/8
3
33/8
3
-4%
M106D 31/8
3
27/8
3
33/8
3
-4%
M106E 31/8
27/8
27/8
27/8
33/8
27/8
-8%
M106F 31/8
3
27/8
3
33/8
3
-4%
M106G 31/8
3
27/8
3
33/8
3
-4%
M106H 31/8
23/4
27/8
26/8
33/8
23/4
-12%
M1061 31/8
3
27/8
3
33/8
3
-4%
M106J 31/8
3
27/8
3
33/8
3
-4%
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 - Garage
Jack #2 PSI:
DATE: 12/3/18 1
ISTRESS BY: K&A Rebar
IVERIFIED BY: Adam Wood
PAGE 1 of 1
Distribution Page Irerracon
Report Number: 95181011.0570
Service Date: 12/03/18 2501 E Loop 820 N
Report Date: 12/04/18 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