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HomeMy WebLinkAboutTerracon - 11/15/2018 (3)POST -TENSION STRESSING REPORT Report Number: 95181011.0541 Irerracon Service Date: 11/10/18 2501 E Loop 820 N Report Date: 11/15/18 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 19. 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: David 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 T085 5.25 5 4.88 5.00 5.62 5 -5% T086 5.25 4.875 4.88 4.88 5.62 4.875 -7% T087 5.25 5 4.88 5.00 5.62 5 -5% T088 5.25 4.5 4.88 4.50 5.62 4.5 -14% T089 5.25 5 4.88 5.00 5.62 5 -5% T090 5.25 4.875 4.88 4.88 5.62 4.875 -7% T091 5.25 5.125 4.88 5.13 5.62 5.125 -2% T092 5.25 4.875 4.88 4.88 5.62 4.875 -7% T093 5.25 4.875 4.88 4.88 5.62 4.875 -7% U071A 4.625 4.125 4.30 4.13 4.95 4.125 -11% U071B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U072 4.625 5.125 4.30 5.13 4.95 5.125 11% U224 2.375 2.5 2.21 2.50 2.54 2.5 5% U073A 4.625 4.875 4.30 4.88 4.95 4.875 5% U073B 4.625 4.75 4.30 4.75 4.95 4.75 3% U074A 4.625 4.875 4.30 4.88 4.95 4.875 5% U074B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U075 4.625 4.5 4.30 4.50 4.95 4.5 -3% U225 2.375 2.5 2.21 2.50 2.54 2.5 5% U076A 4.625 4.625 4.30 4.63 4.95 4.625 0% U076B 4.625 4.625 4.30 4.63 4.95 4.625 0% U077A 4.625 4.375 4.30 4.38 4.95 4.375 -5% U077B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U226 2.375 2.375 2.21 2.38 2.54 2.375 0% U078 4.625 4.625 4.30 4.63 4.95 4.625 0% U079A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U079B 4.625 5 4.30 5.00 4.95 5 8% U080A 4.625 4.875 4.30 4.88 4.95 4.875 5% U080B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U227 2.375 2.125 2.21 2.13 2.54 2.125 -11% U081 4.625 4.5 4.30 4.50 4.95 4.5 -3% U082A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U082B 4.625 4.25 4.30 4.25 4.95 4.25 -8% U083A 4.625 4.75 4.30 4.75 4.95 4.75 3% U083B 4.625 4.5 4.30 4.50 4.95 4.5 -3% T094 4.625 4.875 4.30 4.88 4.95 4.875 5% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5, Pour 19 Jack #2 PSI: DATE: 11/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 1 OF 3 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 U228 2.375 2.5 2.21 2.50 2.54 2.5 5% U084 4.625 4.375 4.30 4.38 4.95 4.375 -5% U085A 4.625 4.875 4.30 4.88 4.95 4.875 5% U085B 4.625 4.25 4.30 4.25 4.95 4.25 -8% U086A 4.625 4.75 4.30 4.75 4.95 4.75 3% U086B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U229 2.375 2.5 2.21 2.50 2.54 2.5 5% U087 4.625 4.25 4.30 4.25 4.95 4.25 -8% U088 4.625 4.25 4.30 4.25 4.95 4.25 -8% M025A 4.875 4.25 4.53 4.25 5.22 4.25 -13% M025B 4.875 4.75 4.53 4.75 5.22 4.75 -3% M025C 4.875 4.875 4.53 4.88 5.22 4.875 0% M025D 4.875 4.625 4.53 4.63 5.22 4.625 -5% M025E 4.875 4.875 4.53 4.88 5.22 4.875 0% M025F 4.875 4.75 4.53 4.75 5.22 4.75 -3% M025G 4.875 4.875 4.53 4.88 5.22 4.875 0% M025H 4.875 4.875 4.53 4.88 5.22 4.875 0% M0251 4.875 4.75 4.53 4.75 5.22 4.75 -3% M025J 4.875 4.75 4.53 4.75 5.22 4.75 -3% M025K 4.875 4.75 4.53 4.75 5.22 4.75 -3% M025L 4.875 5.25 4.53 5.25 5.22 5.25 8% M025M 4.875 5 4.53 5.00 5.22 5 3% M025N 4.875 5 4.53 5.00 5.22 5 3% M025O 4.875 5.125 4.53 5.13 5.22 5.125 5% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5, Pour 19 Jack #2 PSI: DATE: 11/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 2 OF 3 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 M023A 4.875 4.5 4.53 4.50 5.22 4.5 -8% M023B 4.875 4.75 4.53 4.75 5.22 4.75 -3% M023C 4.875 4.875 4.53 4.88 5.22 4.875 0% M023D 4.875 5 4.53 5.00 5.22 5 3% M023E 4.875 4.75 4.53 4.75 5.22 4.75 -3% M023F 4.875 4.625 4.53 4.63 5.22 4.625 -5% M023G 4.875 5.25 4.53 5.25 5.22 5.25 8% M023H 4.875 4.875 4.53 4.88 5.22 4.875 0% M0231 4.875 47/8 4.53 4.88 5.22 4.875 0% M023J 4.875 5 4.53 5.00 5.22 5 3% M023K 4.875 4.875 4.53 4.88 5.22 4.875 0% M023L 4.875 4.875 4.53 4.88 5.22 4.875 0% M023M 4.875 5.375 4.53 5.38 5.22 5.375 10% M023N 4.875 4.75 4.53 4.75 5.22 4.75 -3% M023O 4.875 4.5 4.53 4.50 5.22 4.5 -8% M024A 4.875 4.25 4.53 4.25 5.22 4.25 -13% M024B 4.875 5 4.53 5.00 5.22 5 3% M024C 4.875 4.75 4.53 4.75 5.22 4.75 -3% M024D 4.875 5.125 4.53 5.13 5.22 5.125 5% M024E 4.875 5.125 4.53 5.13 5.22 5.125 5% M024F 4.875 4.875 4.53 4.88 5.22 4.875 0% M024G 4.875 4.75 4.53 4.75 5.22 4.75 -3% M024H 4.875 5 4.53 5.00 5.22 5 3% M0241 4.875 4.625 4.53 4.63 5.22 4.625 -5% M024J 4.875 4.75 4.53 4.75 5.22 4.75 -3% M024K 4.875 4.75 4.53 4.75 5.22 4.75 -3% M024L 4.875 4.625 4.53 4.63 5.22 4.625 -5% M024M 4.875 4.625 4.53 4.63 5.22 4.625 -5% M024N 4.875 4.625 4.53 4.63 5.22 4.625 -5% M024O 4.875 5 4.53 5.00 5.22 5 3% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 5, Pour 19 Jack #2 PSI: DATE: 11/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 3 OF 3 Distribution Paae Report Number: 95181011.0541 Service Date: 11/10/18 Report Date: 11/15/18 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 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, 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