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HomeMy WebLinkAboutTerracon - 10/22/2018 (2)POST -TENSION STRESSING REPORT Report Number: 95181011.0499 Irerracon Service Date: 10/22/18 2501 E Loop 820 N Report Date: 10/31/18 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, Pour 16. 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 TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS T027 4.875 4.375 4.53 4.38 5.22 4.375 -10% T026 4.875 4.625 4.53 4.63 5.22 4.625 -5% T025 4.875 4.75 4.53 4.75 5.22 4.75 -3% T024 4.875 4.125 4.53 4.13 5.22 4.125 -15% T023 4.875 4.75 4.53 4.75 5.22 4.75 -3% T022 4.875 5.25 4.53 5.25 5.22 5.25 8% T021 14.875 14 13.83 14.00 15.92 14 -6% T020 14.875 15 13.83 15.00 15.92 15 1% T019 14.875 14.625 13.83 14.63 15.92 14.625 -2% T018 14.875 15 13.83 15.00 15.92 15 1% T017 14.875 14.5 13.83 14.50 15.92 14.5 -3% T016 14 14.125 13.02 14.13 14.98 14.125 1% T015 14 13.75 13.02 13.75 14.98 13.75 -2% T014 14 13.625 13.02 13.63 14.98 13.625 -3% T047 4.875 5.125 4.53 5.13 5.22 5.125 5% T046 4.875 4.875 4.53 4.88 5.22 4.875 0% T045 4.875 4.5 4.53 4.50 5.22 4.5 -8% T051C 4.375 4.5 4.07 4.50 4.68 4.5 3% T051B 4.375 4.375 4.07 4.38 4.68 4.375 0% T051A 4.375 4.5 4.07 4.50 4.68 4.5 3% U050B 4.375 4.5 4.07 4.50 4.68 4.5 3% U050A 4.375 4.375 4.07 4.38 4.68 4.375 0% U049C 4.375 4.5 4.07 4.50 4.68 4.5 3% U049B 4.375 4.5 4.07 4.50 4.68 4.5 3% U049A 4.375 4.625 4.07 4.63 4.68 4.625 6% U048B 4.875 4.875 4.53 4.88 5.22 4.875 0% U048A 4.875 4.875 4.53 4.88 5.22 4.875 0% U047 4.875 4.875 4.53 4.88 5.22 4.875 0% U046B 4.875 4.875 4.53 4.88 5.22 4.875 0% U046A 4.875 4.625 4.53 4.63 5.22 4.625 -5% U045 4.875 4.75 4.53 4.75 5.22 4.75 -3% U044B 4.875 4.625 4.53 4.63 5.22 4.625 -5% U044A 4.875 5 4.53 5.00 5.22 5 3% U043 4.875 5.125 4.53 5.13 5.22 5.125 5% U042B 4.875 5.125 4.53 5.13 5.22 5.125 5% U042A 4.875 4.75 4.53 4.75 5.22 4.75 -3% T019 West side was not painted before it was stressed based on the jack markings it did not appear to gain any length SHEETTITLE: ELONGATION RECORDS Jack #1:MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR335 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5, Pour 16 Jack #2 PSI: 7000 DATE: 10/22/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 1 OF 3 MEASURED ELONGATION TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS U041 4.875 4.625 4.53 4.63 5.22 4.625 -5% U040B 4.875 4.5 4.53 4.50 5.22 4.5 -8% U040A 4.875 4.5 4.53 4.50 5.22 4.5 -8% U039 4.875 4.625 4.53 4.63 5.22 4.625 -5% U038B 4.875 5 4.53 5.00 5.22 5 3% U038A 4.875 4.625 4.53 4.63 5.22 4.625 -5% U037 4.875 4.625 4.53 4.63 5.22 4.625 -5% U036B 4.875 5 4.53 5.00 5.22 5 3% U036A 4.875 4.625 4.53 4.63 5.22 4.625 -5% U035B 4.875 5 4.53 5.00 5.22 5 3% U035A 4.875 5.125 4.53 5.13 5.22 5.125 5% U034 6.375 6.25 5.93 6.25 6.82 6.25 -2% U033B 6.375 6.5 5.93 6.50 6.82 6.5 2% U033A 6.375 6.25 5.93 6.25 6.82 6.25 -2% U032 6.375 6.5 5.93 6.50 6.82 6.5 2% U031B 6.375 6.5 5.93 6.50 6.82 6.5 2% U031A 6.375 6.5 5.93 6.50 6.82 6.5 2% U030B 6.375 6.75 5.93 6.75 6.82 6.75 6% U030A 6.375 6.25 5.93 6.25 6.82 6.25 -2% U029B 6.375 6.375 5.93 6.38 6.82 6.375 0% U029A 6.375 6.5 5.93 6.50 6.82 6.5 2% U028 6.375 6 5.93 6.00 6.82 6 -6% U027B 6.375 6 5.93 6.00 6.82 6 -6% U027A 6.375 6 5.93 6.00 6.82 6 -6% U026B 6.375 6.125 5.93 6.13 6.82 6.125 -4% U026A 6.375 6.125 5.93 6.13 6.82 6.125 -4% U025B 6.375 6.5 5.93 6.50 6.82 6.5 2% U025A 6.375 6.5 5.93 6.50 6.82 6.5 2% U024 6.375 6.5 5.93 6.50 6.82 6.5 2% U023B 6.375 6.5 5.93 6.50 6.82 6.5 2% U023A 6.375 6.75 5.93 6.75 6.82 6.75 6% U022B 6.375 6.75 5.93 6.75 6.82 6.75 6% U022A 6.375 6.625 5.93 6.63 6.82 6.625 4% U021B 6.375 5.5 5.93 5.50 6.82 5.5 -14% U021A 6.375 6.625 5.93 6.63 6.82 6.625 4% SHEETTITLE: ELONGATION RECORDS Jack #1:MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR335 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5, Pour 16 Jack #2 PSI: 7000 DATE: 10/22/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 2 OF 3 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 U020 6.375 6.5 5.93 6.50 6.82 6.5 2% U019B 6.375 6 5.93 6.00 6.82 6 -6% U019A 6.375 6.625 5.93 6.63 6.82 6.625 4% T005 5.25 4.875 4.88 4.88 5.62 4.875 -7 T006 5.25 4.875 4.88 4.88 5.62 4.875 -7 T007 5.25 5.25 4.88 5.25 5.62 5.25 0% T013 5.25 5 4.88 5.00 5.62 5 -5 T012 5.25 5 4.88 5.00 5.62 5 -5 SHEETTITLE: ELONGATION RECORDS Jack #1:MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR335 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5, Pour 16 Jack #2 PSI: 7000 DATE: 10/22/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 3 OF 3 Distribution Paae Report Number: 95181011.0499 Service Date: 10/22/18 Report Date: 10/31/18 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