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HomeMy WebLinkAboutTerracon - 10/23/2018 (2)POST -TENSION STRESSING REPORT Report Number: 95181011.0501 Irerracon Service Date: 10/23/18 2501 E Loop 820 N Report Date: 11/01/18 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 Continued. 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.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS T011 5.25 4.875 4.88 4.88 5.62 4.875 -7% T010 5.25 4.875 4.88 4.88 5.62 4.875 -7% T009 5.25 4.75 4.88 4.75 5.62 4.75 -10% T008 5.25 5.125 4.88 5.13 5.62 5.125 -2% U018 7.125 6.5 6.63 6.50 7.62 6.5 -9% U017 7.125 6.75 6.63 6.75 7.62 6.75 -5% U016B 7.125 7.375 6.63 7.38 7.62 7.375 4% U016A 7.125 7.125 6.63 7.13 7.62 7.125 0% U015B 7.125 7 6.63 7.00 7.62 7 -2% U015A 7.125 7 6.63 7.00 7.62 7 -2% U014 7.125 7.5 6.63 7.50 7.62 7.5 5% U013B 7.125 7.625 6.63 7.63 7.62 7.625 7% U013A 7.125 7.25 6.63 7.25 7.62 7.25 2% U012B 7.125 7.5 6.63 7.50 7.62 7.5 5% U012A 7.125 7.25 6.63 7.25 7.62 7.25 2% U011 7.125 7.375 6.63 7.38 7.62 7.375 4% U01013 7.125 7.125 6.63 7.13 7.62 7.125 0% OU10A 7.125 7 6.63 7.00 7.62 7 -2% 00096 7.125 7.625 6.63 7.63 7.62 7.625 7% 0009A 7.125 7.75 6.63 7.75 7.62 7.75 9% 0008 7.125 7.75 6.63 7.75 7.62 7.75 9% 0007B 7.125 7.625 6.63 7.63 7.62 7.625 7% 0007A 7.125 7.625 6.63 7.63 7.62 7.625 7% 0006B 7.125 7.125 6.63 7.13 7.62 7.125 0% 0006A 7.125 7.5 6.63 7.50 7.62 7.5 5% 0005 7.125 7.5 6.63 7.50 7.62 7.5 5% 0004B 7.125 7.5 6.63 7.50 7.62 7.5 5% 0004A 7.125 7.375 6.63 7.38 7.62 7.375 4% 0003B 7.125 7.625 6.63 7.63 7.62 7.625 7% 0003A 7.125 7 6.63 7.00 7.62 7 -2% 0002 7.125 6.875 6.63 6.88 7.62 6.875 -4% U00113 7.125 7.25 6.63 7.25 7.62 7.25 2% 0001A 7.125 7.5 6.63 7.50 7.62 7.5 5% M 103A 1.625 1.5 1.51 1.50 1.74 1.5 -8% M103B 1.625 1.625 1.51 1.63 1.74 1.625 0% M 103C 1.625 1.75 1.51 1.75 1.74 1.75 8% M103D 1.625 1.75 1.51 1.75 1.74 1.75 8% SHEETTITLE: ELONGATION RECORDS Jack #1:MR314 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5 Pour 16 Continued Jack #2 PSI: DATE: 10/23/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 1 OF 4 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 M008A 4.5 4.625 4.19 4.63 4.82 4.625 3% M008B 4.5 4.5 4.19 4.50 4.82 4.5 0% M008C 4.5 4.625 4.19 4.63 4.82 4.625 3% M008D 4.5 4.5 4.19 4.50 4.82 4.5 0% M008E 4.5 4.75 4.19 4.75 4.82 4.75 6% M008F 4.5 4.625 4.19 4.63 4.82 4.625 3% M008G 4.5 4.5 4.19 4.50 4.82 4.5 0% M008H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0081 4.5 5.125 4.19 5.13 4.82 5.125 14% M008J 4.5 5.125 4.19 5.13 4.82 5.125 14% M008K 4.5 5 4.19 5.00 4.82 5 11% M008L 4.5 4.625 4.19 4.63 4.82 4.625 3% M004A 13 14.625 12.09 14.63 13.91 14.625 13% M004B 13 14.5 12.09 14.50 13.91 14.5 12% M004C 13 14.375 12.09 14.38 13.91 14.375 11% M004D 13 14.375 12.09 14.38 13.91 14.375 11% M004E 13 14.25 12.09 14.25 13.91 14.25 10% M004F 13 15 12.09 15.00 13.91 15 15% M004G 13 15.75 12.09 15.75 13.91 15.75 21% M004H 13 14.625 12.09 14.63 13.91 14.625 13% M0041 13 14.25 12.09 14.25 13.91 14.25 10% M004J 13 14.75 12.09 14.75 13.91 14.75 13% M004K 13 14.5 12.09 14.50 13.91 14.5 12% M004L 13 14.5 12.09 14.50 13.91 14.5 12% M004M 13 14.75 12.09 14.75 13.91 14.75 13% M004N 13 14.875 12.09 14.88 13.91 14.875 14% M0040 13 15.875 12.09 15.88 13.91 15.875 22% M005A 13 14.5 12.09 14.50 13.91 14.5 12% M005B 13 14.5 12.09 14.50 13.91 14.5 12% M005C 13 14.125 12.09 14.13 13.91 14.125 9% M005D 13 14.25 12.09 14.25 13.91 14.25 10% M005E 13 14 12.09 14.00 13.91 14 8% M005F 13 14.75 12.09 14.75 13.91 14.75 13% M005G 13 15.5 12.09 15.50 13.91 15.5 19% M005H 13 14.375 12.09 14.38 13.91 14.375 11% M0051 13 14.625 12.09 14.63 13.91 14.625 13% M005J 13 14.625 12.09 14.63 13.91 14.625 13% M005K 13 14.125 12.09 14.13 13.91 14.125 9% SHEETTITLE: ELONGATION RECORDS Jack #1:MR314 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5 Pour 16 Continued Jack #2 PSI: DATE: 10/23/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 2 OF 4 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 M006A 12.375 13.75 11.51 13.75 13.24 13.75 11% M006B 12.375 13.125 11.51 13.13 13.24 13.125 6% M006C 12.375 13.625 11.51 13.63 13.24 13.625 10% M006D 12.375 13.5 11.51 13.50 13.24 13.5 9% M006E 12.375 13.75 11.51 13.75 13.24 13.75 11% M006F 12.375 13.5 11.51 13.50 13.24 13.5 9% M006G 12.375 14.125 11.51 14.13 13.24 14.125 14% M006H 12.375 13.5 11.51 13.50 13.24 13.5 9% M0061 12.375 13.5 11.51 13.50 13.24 13.5 9% M101A 6 5.75 5.58 5.75 6.42 5.75 -4% M101B 6 6 5.58 6.00 6.42 6 0% M101C 6 5.625 5.58 5.63 6.42 5.625 -6% M101D 6 5.625 5.58 5.63 6.42 5.625 -6% M101E 6 5.375 5.58 5.38 6.42 5.375 -10% M101F 6 5.25 5.58 5.25 6.42 5.25 -13% M101G 6 5.875 5.58 5.88 6.42 5.875 -2% M101H 6 5.75 5.58 5.75 6.42 5.75 -4% M1011 6 5.875 5.58 5.88 6.42 5.875 -2% M101J 6 6 5.58 6.00 6.42 6 0% M101K 6 5.75 5.58 5.75 6.42 5.75 -4% M101L 6 5.625 5.58 5.63 6.42 5.625 -6% M101M 6 5.5 5.58 5.50 6.42 5.5 -8% M101N 6 5.625 5.58 5.63 6.42 5.625 -6% M1010 6 5.5 5.58 5.50 6.42 5.5 -8% M10113 6 5.625 5.58 5.63 6.42 5.625 -6% M101Q 6 6.25 5.58 6.25 6.42 6.25 4% M101R 6 6.5 5.58 6.50 6.42 6.5 8% M 1015 6 6.25 5.58 6.25 6.42 6.25 4% M101T 6 6.375 5.58 6.38 6.42 6.375 6% M101U 6 6.25 5.58 6.25 6.42 6.25 4% M101V 6 6.125 5.58 6.13 6.42 6.125 2% M101W 6 5.875 5.58 5.88 6.42 5.875 -2% M 101X 6 5.75 5.58 5.75 6.42 5.75 -4% M026A 8.875 10.625 8.25 10.63 9.50 10.625 20% M026B 8.875 10.25 8.25 10.25 9.50 10.25 15% SHEETTITLE: ELONGATION RECORDS Jack #1:MR314 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5 Pour 16 Continued Jack #2 PSI: DATE: 10/23/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 3 OF 4 MEASURED ELONGATION CALC TENDON ELONG MARK (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS M003A 4.875 4.375 4.53 4.38 5.22 4.375 -10% M003B 4.875 5.25 4.53 5.25 5.22 5.25 8% M003C 4.875 4.625 4.53 4.63 5.22 4.625 -5% M003D 4.875 5.5 4.53 5.50 5.22 5.5 13% M003E 4.875 4.25 4.53 4.25 5.22 4.25 -13% M003F 4.875 4.625 4.53 4.63 5.22 4.625 -5% M003G 4.875 4.875 4.53 4.88 5.22 4.875 0% M003H 4.875 5.25 4.53 5.25 5.22 5.25 8% M0031 4.875 5 4.53 5.00 5.22 5 3% M003J 4.875 5.25 4.53 5.25 5.22 5.25 8% M003K 4.875 5 4.53 5.00 5.22 5 3% M003L 4.875 5.5 4.53 5.50 5.22 5.5 13% M003M 4.875 4.625 4.53 4.63 5.22 4.625 -5% M003N 4.875 5.5 4.53 5.50 5.22 5.5 13% M003O 4.875 5 4.53 5.00 5.22 5 3% SHEETTITLE: ELONGATION RECORDS Jack #1:MR314 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5 Pour 16 Continued Jack #2 PSI: DATE: 10/23/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 4 OF 4 Distribution Paae Report Number: 95181011.0501 Service Date: 10/23/18 Report Date: 11/01/18 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