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HomeMy WebLinkAboutTerracon - 10/5/2018 (3)POST -TENSION STRESSING REPORT Report Number: 95181011.0483 Irerracon Service Date: 10/05/18 2501 E Loop 820 N Report Date: 10/08/18 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 4, Pour 14. See attached sheets for recorded data. Services: Terracon Rep.: Adam Wood Reported To: Contractor: 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 T068 4.875 4.75 4.53 4.75 5.22 4.75 -3% T069 4.875 4.875 4.53 4.88 5.22 4.875 0% T070 4.875 5 4.53 5.00 5.22 5 3% T071 7 7.125 6.51 7.13 7.49 7.125 2% T072 7 7.25 6.51 7.25 7.49 7.25 4% T073 7 7 6.51 7.00 7.49 7 0% T074 14 14.75 0.375 13.02 15.13 14.98 15.125 8% T075 14 14.875 0.5 13.02 15.38 14.98 15.375 10% T076 6 6.375 5.58 6.38 6.42 6.375 6% T077 6 6.25 5.58 6.25 6.42 6.25 4% T078 6 6.25 5.58 6.25 6.42 6.25 4% T079 4.875 5.125 4.53 5.13 5.22 5.125 5% T080 4.875 4.875 4.53 4.88 5.22 4.875 0% T081 4.875 4.75 4.53 4.75 5.22 4.75 -3% T082 5.25 4.5 4.88 4.50 5.62 4.5 -14% T083 5.25 4.25 4.88 4.25 5.62 4.25 -19% T084 5.25 4.375 4.88 4.38 5.62 4.375 -17% U088 3.625 3.125 3.37 3.13 3.88 3.125 -14% U087 3.625 3.125 3.37 3.13 3.88 3.125 -14% U086B 3.625 3.625 3.37 3.63 3.88 3.625 0% U086A 3.625 3.5 3.37 3.50 3.88 3.5 -3% U085B 3.625 3.625 3.37 3.63 3.88 3.625 0% U085A 3.625 3.375 3.37 3.38 3.88 3.375 -7% U084 3.625 3.5 3.37 3.50 3.88 3.5 -3% U083B 3.625 3.25 3.37 3.25 3.88 3.25 -10% U083A 3.625 3.375 3.37 3.38 3.88 3.375 -7% U082B 3.625 3.25 3.37 3.25 3.88 3.25 -10% U082A 3.625 3.5 3.37 3.50 3.88 3.5 -3% U081 3.625 3.75 3.37 3.75 3.88 3.75 3% U080B 1.75 1.75 1.63 1.75 1.87 1.75 0% U080A 1.75 1.875 1.63 1.88 1.87 1.875 7% U079B 1.75 1.875 1.63 1.88 1.87 1.875 7% U079A 1.75 2 1.63 2.00 1.87 2 14% U078 3.625 3.5 3.37 3.50 3.88 3.5 -3% U077B 3.625 3.375 3.37 3.38 3.88 3.375 -7% U077A 3.625 3.375 3.37 3.38 3.88 3.375 -7% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 14 Jack #2 PSI: DATE: 10/5/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood 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 U076B 3.625 3.625 3.37 3.63 3.88 3.625 0% OU76A 3.625 3.625 3.37 3.63 3.88 3.625 0% U075 3.625 3.625 3.37 3.63 3.88 3.625 0% U074B 3.625 3.5 3.37 3.50 3.88 3.5 -3% U074A 3.625 3.5 3.37 3.50 3.88 3.5 -3% U073B 3.625 3.75 3.37 3.75 3.88 3.75 3% U073A 3.625 3.625 3.37 3.63 3.88 3.625 0% U072 3.625 3.25 3.37 3.25 3.88 3.25 -10% U071B 3.625 3.5 3.37 3.50 3.88 3.5 -3% U071A 3.625 3.625 3.37 3.63 3.88 3.625 0% U055A 1.75 1.875 1.63 1.88 1.87 1.875 7% U055B 1.75 1.75 1.63 1.75 1.87 1.75 0% U056 1.75 1.625 1.63 1.63 1.87 1.625 -7% U057A 1.75 1.75 1.63 1.75 1.87 1.75 0% U057B 1.75 1.875 1.63 1.88 1.87 1.875 7% U058A 3.625 3.5 3.37 3.50 3.88 3.5 -3% U058B 3.625 3.5 3.37 3.50 3.88 3.5 -3% U236 3.625 3.625 3.37 3.63 3.88 3.625 0% U059A 3.625 3.125 3.37 3.13 3.88 3.125 -14% U059B 3.625 3.875 3.37 3.88 3.88 3.875 7% U060 3.625 3.75 3.37 3.75 3.88 3.75 3% U237 3.625 3.5 3.37 3.50 3.88 3.5 -3% U061A 3.625 3.5 3.37 3.50 3.88 3.5 -3% U061B 3.625 3.625 3.37 3.63 3.88 3.625 0% U238 3.625 3.375 3.37 3.38 3.88 3.375 -7% U062A 3.625 3.625 3.37 3.63 3.88 3.625 0% U062B 3.625 3.625 3.37 3.63 3.88 3.625 0% U063A 3.625 3.25 3.37 3.25 3.88 3.25 -10% U063B 3.625 3.25 3.37 3.25 3.88 3.25 -10% U239 3.625 3.5 3.37 3.50 3.88 3.5 -3% U064 3.625 3.375 3.37 3.38 3.88 3.375 -7% U240 3.625 3.75 3.37 3.75 3.88 3.75 3% U065A 3.625 3.375 3.37 3.38 3.88 3.375 -7% U065B 3.625 3.625 3.37 3.63 3.88 3.625 0% U241 3.625 3.75 3.37 3.75 3.88 3.75 3% U066A 3.625 3.5 3.37 3.50 3.88 3.5 -3% U066B 3 5/8 3.5 3.37 3.50 3.88 3.5 -3% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 14 Jack #2 PSI: DATE: 10/5/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 2 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 U067A 3.625 3.625 3.37 3.63 3.88 3.625 0% U067B 3.625 3.375 3.37 3.38 3.88 3.375 -7% U068 3.625 3.25 3.37 3.25 3.88 3.25 -10% U242 3.625 3.25 3.37 3.25 3.88 3.25 -10% U069A 3.625 3.375 3.37 3.38 3.88 3.375 -7% U069B 3.625 3.375 3.37 3.38 3.88 3.375 -7% U070 3.625 3.25 3.37 3.25 3.88 3.25 -10% U243 3.625 3.375 3.37 3.38 3.88 3.375 -7% U244 3.625 31/4 3.37 3.25 3.88 3.25 -10% U245 3.625 3.25 3.37 3.25 3.88 3.25 -10% U246 3.625 3.625 3.37 3.63 3.88 3.625 0% U247 1.75 1.75 1.63 1.75 1.87 1.75 0% U248 1.75 1.5 1.63 1.50 1.87 1.5 -14% U249 3.375 3.625 3.14 3.63 3.61 3.625 7% U250 3.375 3.75 3.14 3.75 3.61 3.75 11% U251 3.375 3.75 3.14 3.75 3.61 3.75 11% U252 3.375 3.625 3.14 3.63 3.61 3.625 7% U253 3.375 3.5 3.14 3.50 3.61 3.5 4% U089 3.375 3.625 3.14 3.63 3.61 3.625 7% U090A 3.375 3.25 3.14 3.25 3.61 3.25 -4% U090B 3.375 3.5 3.14 3.50 3.61 3.5 4% U254 3.375 3.625 3.14 3.63 3.61 3.625 7% U091A 3.375 3.25 3.14 3.25 3.61 3.25 -4% U091B 3.375 3.625 3.14 3.63 3.61 3.625 7% U092 3.375 3.25 3.14 3.25 3.61 3.25 -4% U255 3.375 3.5 3.14 3.50 3.61 3.5 4% U093A 3.375 3.375 3.14 3.38 3.61 3.375 0% U093B 3.375 3.625 3.14 3.63 3.61 3.625 7% U094A 3.375 3.5 3.14 3.50 3.61 3.5 4% U094B 3.375 3.75 3.14 3.75 3.61 3.75 11% U256 3.375 3.5 3.14 3.50 3.61 3.5 4% U095 3.375 3.625 3.14 3.63 3.61 3.625 7% U096A 3.375 3.75 3.14 3.75 3.61 3.75 11% U096B 3.375 3.375 3.14 3.38 3.61 3.375 0% U257 3.375 3.375 3.14 3.38 3.61 3.375 0% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 14 Jack #2 PSI: DATE: 10/5/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 3 OF 5 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 U097A 3.625 3.625 3.37 3.63 3.88 3.625 0% U097B 3.625 3.625 3.37 3.63 3.88 3.625 0% U098 3.625 3.625 3.37 3.63 3.88 3.625 0% U258 3.625 3.375 3.37 3.38 3.88 3.375 -7% U099A 3.625 3.25 3.37 3.25 3.88 3.25 -10% U099B 3.625 3.625 3.37 3.63 3.88 3.625 0% U100A 3.625 3.875 3.37 3.88 3.88 3.875 7% U259B 3.625 3.875 3.37 3.88 3.88 3.875 7% U101 3.625 33/8 3.37 3.38 3.88 3.375 -7% U102A 3.625 3.625 3.37 3.63 3.88 3.625 0% U102B 3.625 3.375 3.37 3.38 3.88 3.375 -7% U260 3.625 3.25 3.37 3.25 3.88 3.25 -10% U103A 3.625 3.5 3.37 3.50 3.88 3.5 -3% U103B 3.625 3.5 3.37 3.50 3.88 3.5 -3% U104 3.625 3.25 3.37 3.25 3.88 3.25 -10% U261 3.625 3.625 3.37 3.63 3.88 3.625 0% U105 3.625 3.5 3.37 3.50 3.88 3.5 -3% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 14 Jack #2 PSI: DATE: 10/5/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 4 OF 5 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 M021A 13 14 12.09 14.00 13.91 14 8% M021B 13 13.875 12.09 13.88 13.91 13.875 7% M021C 13 14.625 12.09 14.63 13.91 14.625 13% M021D 13 14.75 12.09 14.75 13.91 14.75 13% M021E 13 15 12.09 15.00 13.91 15 15% M021F 13 14.625 12.09 14.63 13.91 14.625 13% M021G 13 14.375 12.09 14.38 13.91 14.375 11% M021H 13 15 12.09 15.00 13.91 15 15% M0211 13 151/4 12.09 15.25 13.91 15.25 17% M021J 13 14.5 12.09 14.50 13.91 14.5 12% M021K 13 14.75 12.09 14.75 13.91 14.75 13% M020A 13 14.125 12.09 14.13 13.91 14.125 9% M020B 13 13.875 12.09 13.88 13.91 13.875 7% M020C 13 14.125 12.09 14.13 13.91 14.125 9% M020D 13 13.625 12.09 13.63 13.91 13.625 5% M020E 13 14.625 12.09 14.63 13.91 14.625 13% M020F 13 14.5 12.09 14.50 13.91 14.5 12% M020G 13 14 12.09 14.00 13.91 14 8% M020H 13 14.5 12.09 14.50 13.91 14.5 12% M0201 13 14 12.09 14.00 13.91 14 8% M020J 13 141/2 12.09 14.50 13.91 14.5 12% M020K 13 14.75 12.09 14.75 13.91 14.75 13% M020L 13 14.5 12.09 14.50 13.91 14.5 12% M020M 13 14.5 12.09 14.50 13.91 14.5 12% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 14 Jack #2 PSI: DATE: 10/5/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 5 OF 5 Distribution Paae Report Number: 95181011.0483 Service Date: 10/05/18 Report Date: 10/08/18 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, 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, Brad Scheckelhoff (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, Robert Montgomery (1) Walker Consultants, Martha M. Villanueva Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600