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HomeMy WebLinkAboutTerracon - 11/19/2018 (3)POST -TENSION STRESSING REPORT Report Number: 95181011.0554 Irerracon Service Date: 11/17/18 2501 E Loop 820 N Report Date: 11/19/18 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 Tulsa, OK 74136 Grapevine, TX 76051 Project 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 Parking Garage P1 -P5/15-18. Please note that tendons highlighted in yellow are outside of the tolerance of +/-7%. See attached sheets for recorded data. Services: Terracon Rep.: Daniel Wright Reported To: Klint 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 TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS T005 5.25 5.25 4.88 5.25 5.62 5.25 0% T006 5.25 5 4.88 5.00 5.62 5 -5% T007 5.25 4.75 4.88 4.75 5.62 4.75 -10% T027 4.875 4.5 4.53 4.50 5.22 4.5 -8% T026 4.875 4.875 4.53 4.88 5.22 4.875 0% T025 4.875 5 4.53 5.00 5.22 5 3% T024 4.75 4.875 4.42 4.88 5.08 4.875 3% T023 4.875 4.5 4.53 4.50 5.22 4.5 -8% T022 4.875 4.5 4.53 4.50 5.22 4.5 -8% T021 14.875 14.75 13.83 14.75 15.92 14.75 -1% T020 14.875 15.25 13.83 15.25 15.92 15.25 3% T019 14.875 14.375 13.83 14.38 15.92 14.375 -3% T018 14.875 15.25 13.83 15.25 15.92 15.25 3% T017 14.875 14.125 13.83 14.13 15.92 14.125 -5% T016 14 15 13.02 15.00 14.98 15 7% T015 14 14.25 13.02 14.25 14.98 14.25 2% T014 14 14 13.02 14.00 14.98 14 0% U049 4.375 4.75 4.07 4.75 4.68 4.75 9% U049 4.375 4.875 4.07 4.88 4.68 4.875 11% U050 4.375 4.125 4.07 4.13 4.68 4.125 -6% U050 4.375 4.375 4.07 4.38 4.68 4.375 0% U050 4.375 4.5 4.07 4.50 4.68 4.5 3% U051 4.375 4.5 4.07 4.50 4.68 4.5 3% U051 4.375 4.25 4.07 4.25 4.68 4.25 -3% T045 4.875 5 4.53 5.00 5.22 5 3% T046 4.875 5 4.53 5.00 5.22 5 3% T047 4.875 4.75 4.53 4.75 5.22 4.75 -3% U048 4.875 5 4.53 5.00 5.22 5 3% U048 4.875 4.875 4.53 4.88 5.22 4.875 0% U047 4.875 4.5 4.53 4.50 5.22 4.5 -8% U046 4.875 4.5 4.53 4.50 5.22 4.5 -8% U046 4.875 4.75 4.53 4.75 5.22 4.75 -3% U045 4.875 4.5 4.53 4.50 5.22 4.5 -8% U044 4.875 4.5 4.53 4.50 5.22 4.5 -8% U044 4.875 4.625 4.53 4.63 5.22 4.625 -5% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR514 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 6 Parking Garage P1-P5/15-18 Jack #2 PSI: 7000 DATE: 11/17/18 1 STRESS BY: VERIFIED BY: Daniel Wright PAGE 1 OF 5 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 U043 4.875 4.5 4.53 4.50 5.22 4.5 -8% U042 4.875 4.5 4.53 4.50 5.22 4.5 -8% U042 4.875 4.75 4.53 4.75 5.22 4.75 -3% U041 4.875 4.625 4.53 4.63 5.22 4.625 -5% U040 4.875 5 4.53 5.00 5.22 5 3% U040 4.875 4.625 4.53 4.63 5.22 4.625 -5% U039 4.875 4.75 4.53 4.75 5.22 4.75 -3% U038 4.875 4.5 4.53 4.50 5.22 4.5 -8% U038 4.875 4.625 4.53 4.63 5.22 4.625 -5% U037 4.875 4.875 4.53 4.88 5.22 4.875 0% U036 4.875 4.625 4.53 4.63 5.22 4.625 -5% U036 4.875 4.5 4.53 4.50 5.22 4.5 -8% U035 4.875 4.625 4.53 4.63 5.22 4.625 -5% U035 4.875 4.875 4.53 4.88 5.22 4.875 0% U034 6.375 6.25 5.93 6.25 6.82 6.25 -2% U033 6.375 6.5 5.93 6.50 6.82 6.5 2% U033 6.375 6.5 5.93 6.50 6.82 6.5 2% U032 6.375 6.5 5.93 6.50 6.82 6.5 2% U031 6.375 6.5 5.93 6.50 6.82 6.5 2% U031 6.375 6.5 5.93 6.50 6.82 6.5 2% U030 6.375 6.25 5.93 6.25 6.82 6.25 -2% U030 6.375 6.375 5.93 6.38 6.82 6.375 0% U029 6.375 6.375 5.93 6.38 6.82 6.375 0% U029 6.375 6.5 5.93 6.50 6.82 6.5 2% U028 6.375 6.25 5.93 6.25 6.82 6.25 -2% U027 6.375 6.25 5.93 6.25 6.82 6.25 -2% U027 6.375 6.25 5.93 6.25 6.82 6.25 -2% U026 6.375 6.25 5.93 6.25 6.82 6.25 -2% U026 6.375 6.25 5.93 6.25 6.82 6.25 -2% U025 6.375 6.5 5.93 6.50 6.82 6.5 2% U025 6.375 6.25 5.93 6.25 6.82 6.25 -2% U024 6.375 6.5 5.93 6.50 6.82 6.5 2% U023 6.375 6.5 5.93 6.50 6.82 6.5 2% U023 6.375 6.25 5.93 6.25 6.82 6.25 -2% U022 6.375 6.25 5.93 6.25 6.82 6.25 -2% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR514 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 6 Parking Garage 131-135/15-18 Jack #2 PSI: 7000 DATE: 11/17/18 1 STRESS BY: IVERIFIED BY: Daniel Wright PAGE 2 OF 5 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 U022 6.375 6.25 5.93 6.25 6.82 6.25 -2% U021 6.375 6.25 5.93 6.25 6.82 6.25 -2% U021 6.375 6.375 5.93 6.38 6.82 6.375 0% U020 6.375 6.25 5.93 6.25 6.82 6.25 -2% U019 6.375 6.25 5.93 6.25 6.82 6.25 -2% U019 6.375 6.375 5.93 6.38 6.82 6.375 0% 0001 7.125 6.63 #VALUE! 7.62 #VALUE! #VALUE! Wasn't Stressed 0001 7.125 7.5 6.63 7.50 7.62 7.5 5% 0002 7.125 71/4 6.63 7.25 7.62 7.25 2% 0003 7.125 7.5 6.63 7.50 7.62 7.5 5% 0003 7.125 7 6.63 7.00 7.62 7 -2% 0004 7.125 7.25 6.63 7.25 7.62 7.25 2% 0004 7.125 7.375 6.63 7.38 7.62 7.375 4% 0005 7.125 7 6.63 7.00 7.62 7 -2% 0006 7.125 7.5 6.63 7.50 7.62 7.5 5% 0006 7.125 7 6.63 7.00 7.62 7 -2% 0007 7.125 7 6.63 7.00 7.62 7 -2% 0007 7.125 7.25 6.63 7.25 7.62 7.25 2% 0008 7.125 7.5 6.63 7.50 7.62 7.5 5% 0009 7.125 7.5 6.63 7.50 7.62 7.5 5% 0009 7.125 7.5 6.63 7.50 7.62 7.5 5% U010 7.125 7.125 6.63 7.13 7.62 7.125 0% U010 7.125 7.5 6.63 7.50 7.62 7.5 5% U011 7.125 7.5 6.63 7.50 7.62 7.5 5% U012 7.125 7.25 6.63 7.25 7.62 7.25 2% U012 7.125 7 6.63 7.00 7.62 7 -2% U013 7.125 7.5 6.63 7.50 7.62 7.5 5% U013 7.125 7.5 6.63 7.50 7.62 7.5 5% U014 7.125 7.5 6.63 7.50 7.62 7.5 5% U015 7.125 7.625 6.63 7.63 7.62 7.625 7% U015 7.125 7.75 6.63 7.75 7.62 7.75 9% U016 7.125 7.125 6.63 7.13 7.62 7.125 0% U016 7.125 7.5 6.63 7.50 7.62 7.5 5% U017 7.125 7.25 6.63 7.25 7.62 7.25 2% U018 7.125 7.25 6.63 7.25 7.62 7.25 2% 0001 was not stressed due ledge forms in the way, Was not revisited due to cables snapping in beam at P1-P5/17 SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR514 CONTRACTOR. Jack #1 PSI: 7000 LEVEL/POUR: Level 6 Parking Garage P1-P5/15-18 Jack #2 PSI: 7000 DATE: 11/17/18 1 STRESS BY: IVERIFIED BY: Daniel Wright PAGE 3 OF 5 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 M103 1.625 1 1.51 1.00 1.74 1 -38% M103 1.625 1.5 1.51 1.50 1.74 1.5 -8% M103 1.625 2 1.51 2.00 1.74 2 23% M103 1.625 1.5 1.51 1.50 1.74 1.5 -8% M005 13 14.5 12.09 14.50 13.91 14.5 12% M005 13 14 12.09 14.00 13.91 14 8% M005 13 14 12.09 14.00 13.91 14 8% M005 13 14.25 12.09 14.25 13.91 14.25 10% M005 13 141/2 12.09 14.50 13.91 14.5 12% M005 13 15 12.09 15.00 13.91 15 15% M005 13 14.75 12.09 14.75 13.91 14.75 13% M005 13 14.5 12.09 14.50 13.91 14.5 12% M005 13 14.5 12.09 14.50 13.91 14.5 12% M005 13 15 12.09 15.00 13.91 15 15% M005 13 14.5 12.09 14.50 13.91 14.5 12% M005 13 15 12.09 15.00 13.91 15 15% M004 13 14 12.09 14.00 13.91 14 8% M004 13 14 12.09 14.00 13.91 14 8% M004 13 14.5 12.09 14.50 13.91 14.5 12% M004 13 14.25 12.09 14.25 13.91 14.25 10% M004 13 14.5 12.09 14.50 13.91 14.5 12% M004 13 14 12.09 14.00 13.91 14 8% M004 13 14 12.09 14.00 13.91 14 8% M004 13 13 12.09 13.00 13.91 13 0% M004 13 14.5 12.09 14.50 13.91 14.5 12% M004 13 15 12.09 15.00 13.91 15 15% M004 13 14.75 12.09 14.75 13.91 14.75 13% M004 13 13.5 12.09 13.50 13.91 13.5 4% M004 13 14 12.09 14.00 13.91 14 8% M004 13 14.25 12.09 14.25 13.91 14.25 10% M004 13 14 12.09 14.00 13.91 14 8% M004 13 14 12.09 14.00 13.91 14 8% M004 13 13.75 12.09 13.75 13.91 13.75 6% M006 12.375 14 11.51 14.00 13.24 14 13% M006 12.375 14 11.51 14.00 13.24 14 13% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR514 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 6 Parking Garage 131-135/15-18 Jack #2 PSI: 7000 DATE: 11/17/18 1 STRESS BY: IVERIFIED BY: Daniel Wright PAGE 4 OF 5 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 M006 12.375 14.25 11.51 14.25 13.24 14.25 15% M006 12.375 14.5 11.51 14.50 13.24 14.5 17% M006 12.375 13.5 11.51 13.50 13.24 13.5 9% M006 12.375 13.5 11.51 13.50 13.24 13.5 9% M006 12.375 13.5 11.51 13.50 13.24 13.5 9% M006 12.375 14 11.51 14.00 13.24 14 13% M006 12.375 14 11.51 14.00 13.24 14 13% M026 8.875 10.5 8.25 10.50 9.50 10.5 18% M026 8.875 101/2 8.25 10.50 9.50 10.5 18% M003 4.875 4.75 4.53 4.75 5.22 4.75 -3% M003 4.875 5.25 4.53 5.25 5.22 5.25 8% M003 4.875 5 4.53 5.00 5.22 5 3% M003 4.875 5.25 4.53 5.25 5.22 5.25 8% M003 4.875 5.25 4.53 5.25 5.22 5.25 8% M003 4.875 5.5 4.53 5.50 5.22 5.5 13% M003 4.875 5.5 4.53 5.50 5.22 5.5 13% M003 4.875 5.25 4.53 5.25 5.22 5.25 8% M003 4.875 5.25 4.53 5.25 5.22 5.25 8% M003 4.875 5 4.53 5.00 5.22 5 3% M003 4.875 5.5 4.53 5.50 5.22 5.5 13% M003 4.875 5.5 4.53 5.50 5.22 5.5 13% M003 4.875 5.5 4.53 5.50 5.22 5.5 13% M003 4.875 5.25 4.53 5.25 5.22 5.25 8% M003 4.875 5 4.53 5.00 5.22 5 3% T008 5.25 5.5 4.88 5.50 5.62 5.5 5% T009 5.25 5.5 4.88 5.50 5.62 5.5 5% T010 5.25 5.5 4.88 5.50 5.62 5.5 5% T011 5.25 5.5 4.88 5.50 5.62 5.5 5% T012 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% M101 M008 M001 & M008 these tendons were partially stressed, not all tendons in the beams were stressed due to several tendons in each beam popping or breaking. After investigating, the column at P5/17 shows signs of honeycombing and rebar is visible. Stressing was halted, no further work done. SHEETTITLE: ELONGATION RECORDS Jack #1: MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR514 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 6 Parking Garage P1-P5/15-18 Jack #2 PSI: 7000 DATE: 11/17/18 1 STRESS BY: IVERIFIED BY: Daniel Wright PAGE 5 OF 5 Distribution Paae Report Number: 95181011.0554 Service Date: 11/17/18 Report Date: 11/19/18 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) 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 Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600