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HomeMy WebLinkAboutTerracon - 11/28/2018 (24)POST -TENSION STRESSING REPORT Report Number: 95181011.0558 Irerracon Service Date: 11/21/18 2501 E Loop 820 N Report Date: 11/28/18 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 Garage Level 6, Pour 21. 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: David 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 T067 4.875 4.75 4.53 4.75 5.22 4.75 -3% T066 4.875 4.5 4.53 4.50 5.22 4.5 -8% T065 4.875 4.75 4.53 4.75 5.22 4.75 -3% T064 4.875 4.625 4.53 4.63 5.22 4.625 -5% T063 4.875 4.625 4.53 4.63 5.22 4.625 -5% T062 4.875 4.625 4.53 4.63 5.22 4.625 -5% T061 4.875 4.5 4.53 4.50 5.22 4.5 -8% T060 4.875 4.875 4.53 4.88 5.22 4.875 0% T059 4.875 4.375 4.53 4.38 5.22 4.375 -10% T058 4.875 4.625 4.53 4.63 5.22 4.625 -5% T057 4.875 4.75 4.53 4.75 5.22 4.75 -3% T056 4.875 5 4.53 5.00 5.22 5 3% T055 4.875 4.75 4.53 4.75 5.22 4.75 -3% T054 4.875 4.625 4.53 4.63 5.22 4.625 -5% T053 4.125 4 3.84 4.00 4.41 4 -3% T052 4.125 4.125 3.84 4.13 4.41 4.125 0% T051 4.125 4 3.84 4.00 4.41 4 -3% T050 4.875 5 4.53 5.00 5.22 5 3% T049 4.875 4.875 4.53 4.88 5.22 4.875 0% T048 4.875 4.75 4.53 4.75 5.22 4.75 -3% U105 4.625 4.5 4.30 4.50 4.95 4.5 -3% U104 4.625 4.375 4.30 4.38 4.95 4.375 -5% U103B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U103A 4.625 4.625 4.30 4.63 4.95 4.625 0% U102B 4.625 4.875 4.30 4.88 4.95 4.875 5% U102A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U101 4.625 4.75 4.30 4.75 4.95 4.75 3% U100B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U 100A 4.625 4.75 4.30 4.75 4.95 4.75 3% U099B 4.625 4.875 4.30 4.88 4.95 4.875 5% U099A 4.625 4.875 4.30 4.88 4.95 4.875 5% U098 4.625 4.625 4.30 4.63 4.95 4.625 0% U097B 4.625 4.625 4.30 4.63 4.95 4.625 0% U097A 4.625 4.875 4.30 4.88 4.95 4.875 5% U096B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U096A 4.625 4.75 4.30 4.75 4.95 4.75 3% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 1 OF 10 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 U095 4.625 4.875 4.30 4.88 4.95 4.875 5% U094B 4.625 4.875 4.30 4.88 4.95 4.875 5% U094A 4.625 4.75 4.30 4.75 4.95 4.75 3% U093B 4.625 4.625 4.30 4.63 4.95 4.625 0% U093A 4.625 4.875 4.30 4.88 4.95 4.875 5% U092 4.625 4.625 4.30 4.63 4.95 4.625 0% U091B 4.625 4.75 4.30 4.75 4.95 4.75 3% U091A 4.625 4.625 4.30 4.63 4.95 4.625 0% U090B 4.625 4.75 4.30 4.75 4.95 4.75 3% U090A 4.625 4.75 4.30 4.75 4.95 4.75 3% U089 4.625 4.75 4.30 4.75 4.95 4.75 3% U035A 4.625 4.75 4.30 4.75 4.95 4.75 3% U035B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U036A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U036B 4.625 4.75 4.30 4.75 4.95 4.75 3% U213 2.375 2.5 2.21 2.50 2.54 2.5 5% U037 4.625 4.375 4.30 4.38 4.95 4.375 -5% U038A 4.625 4.625 4.30 4.63 4.95 4.625 0% U038B 4.625 4.625 4.30 4.63 4.95 4.625 0% U039 4.625 4.5 4.30 4.50 4.95 4.5 -3% U214 2.375 2.25 2.21 2.25 2.54 2.25 -5% U040A 4.625 4.75 4.30 4.75 4.95 4.75 3% U040B 4.625 5 4.30 5.00 4.95 5 8% U041 4.625 4.625 4.30 4.63 4.95 4.625 0% U042A 4.625 4.75 4.30 4.75 4.95 4.75 3% U042B 4.625 4.75 4.30 4.75 4.95 4.75 3% U215 2.375 2.375 2.21 2.38 2.54 2.375 0% U043 4.625 4.5 4.30 4.50 4.95 4.5 -3% U044A 4.625 4.875 4.30 4.88 4.95 4.875 5% U044B 4.625 4.75 4.30 4.75 4.95 4.75 3% U045 4.625 4.75 4.30 4.75 4.95 4.75 3% U216 2.375 2.25 2.21 2.25 2.54 2.25 -5% U046A 4.625 4.625 4.30 4.63 4.95 4.625 0% U046B 4.625 4.625 4.30 4.63 4.95 4.625 0% U047 4.625 4.75 4.30 4.75 4.95 4.75 3% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar VERIFIED BY: Adam Wood PAGE 2 OF 10 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 U217 2.375 2.5 2.21 2.50 2.54 2.5 5% U048A 4.625 4.75 4.30 4.75 4.95 4.75 3% U048B 4.625 4.75 4.30 4.75 4.95 4.75 3% U230 2.375 2.375 2.21 2.38 2.54 2.375 0% U231 2.375 2.375 2.21 2.38 2.54 2.375 0% U232 2.375 2 2.21 2.00 2.54 2 -16% U233 2.375 2.375 2.21 2.38 2.54 2.375 0% U234 2.375 2.125 2.21 2.13 2.54 2.125 -11% U235 2.375 2.25 2.21 2.25 2.54 2.25 -5% U052A 2 1.875 1.86 1.88 2.14 1.875 -6% U052B 2 1.875 1.86 1.88 2.14 1.875 -6% U053A 2 1.625 1.86 1.63 2.14 1.625 -19% U053B 2 1.875 1.86 1.88 2.14 1.875 -6% U053C 2 1.75 1.86 1.75 2.14 1.75 -13% U054A 2 2 1.86 2.00 2.14 2 0% U054B 2 1.75 1.86 1.75 2.14 1.75 -13% M016A 4.5 4.625 4.19 4.63 4.82 4.625 3% M016B 4.5 4.5 4.19 4.50 4.82 4.5 0% M016C 4.5 4.5 4.19 4.50 4.82 4.5 0% M016D 4.5 4.5 4.19 4.50 4.82 4.5 0% M016E 4.5 4.5 4.19 4.50 4.82 4.5 0% M016F 4.5 4.75 4.19 4.75 4.82 4.75 6% M016G 4.5 4.875 4.19 4.88 4.82 4.875 8% M016H 4.5 4.875 4.19 4.88 4.82 4.875 8% M0161 4.5 4.625 4.19 4.63 4.82 4.625 3% M016J 4.5 4.875 4.19 4.88 4.82 4.875 8% M016K 4.5 4.875 4.19 4.88 4.82 4.875 8% M016L 4.5 5.25 4.19 5.25 4.82 5.25 17% M016M 4.5 5.125 4.19 5.13 4.82 5.125 14% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 3 OF 10 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 M015A 3.875 4 3.60 4.00 4.15 4 3% M015B 3.875 4.125 3.60 4.13 4.15 4.125 6% M015C 3.875 4.125 3.60 4.13 4.15 4.125 6% M015D 3.875 4 3.60 4.00 4.15 4 3% M015E 3.875 3.75 3.60 3.75 4.15 3.75 -3% M015F 3.875 3.75 3.60 3.75 4.15 3.75 -3% M015G 3.875 4 3.60 4.00 4.15 4 3% M015H 3.875 4 3.60 4.00 4.15 4 3% M0151 3.875 4 3.60 4.00 4.15 4 3% M014A 3.875 4 3.60 4.00 4.15 4 3% M014B 3.875 4.125 3.60 4.13 4.15 4.125 6% M014C 3.875 3.75 3.60 3.75 4.15 3.75 -3% M014D 3.875 4.125 3.60 4.13 4.15 4.125 6% M014E 3.875 4 3.60 4.00 4.15 4 3% M014F 3.875 3.875 3.60 3.88 4.15 3.875 0% M014G 3.875 3.875 3.60 3.88 4.15 3.875 0% M014H 3.875 3.875 3.60 3.88 4.15 3.875 0% M0141 3.875 4 3.60 4.00 4.15 4 3% M017A 4.5 4.5 4.19 4.50 4.82 4.5 0% M017B 4.5 4.5 4.19 4.50 4.82 4.5 0% M017C 4.5 4.5 4.19 4.50 4.82 4.5 0% M017D 4.5 4.875 4.19 4.88 4.82 4.875 8% M017E 4.5 4.375 4.19 4.38 4.82 4.375 -3% M017F 4.5 4.625 4.19 4.63 4.82 4.625 3% M017G 4.5 4.625 4.19 4.63 4.82 4.625 3% M017H 4.5 4.875 4.19 4.88 4.82 4.875 8% M0171 4.5 4.625 4.19 4.63 4.82 4.625 3% M017J 4.5 5 4.19 5.00 4.82 5 11% M017K 4.5 5 4.19 5.00 4.82 5 11% M017L 4.5 5 4.19 5.00 4.82 5 11% M014M 4.5 5.25 4.19 5.25 4.82 5.25 17% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 4 OF 10 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 M018A 4.5 4.25 4.19 4.25 4.82 4.25 -6% M018B 4.5 4.5 4.19 4.50 4.82 4.5 0% M018C 4.5 4.25 4.19 4.25 4.82 4.25 -6% M018D 4.5 4.5 4.19 4.50 4.82 4.5 0% M018E 4.5 4.5 4.19 4.50 4.82 4.5 0% M018F 4.5 4.75 4.19 4.75 4.82 4.75 6% M018G 4.5 4.75 4.19 4.75 4.82 4.75 6% M018H 4.5 4.75 4.19 4.75 4.82 4.75 6% M0181 4.5 4.5 4.19 4.50 4.82 4.5 0% M018J 4.5 4.25 4.19 4.25 4.82 4.25 -6% M018K 4.5 4.75 4.19 4.75 4.82 4.75 6% M018L 4.5 5 4.19 5.00 4.82 5 11% M018M 4.5 5.125 4.19 5.13 4.82 5.125 14% M019A 4.5 4.875 4.19 4.88 4.82 4.875 8% M019B 4.5 4.75 4.19 4.75 4.82 4.75 6% M019C 4.5 5 4.19 5.00 4.82 5 11% M019D 4.5 5 4.19 5.00 4.82 5 11% M019E 4.5 5 4.19 5.00 4.82 5 11% M019F 4.5 5.125 4.19 5.13 4.82 5.125 14% M019G 4.5 5 4.19 5.00 4.82 5 11% M019H 4.5 5 4.19 5.00 4.82 5 11% M0191 4.5 4.75 4.19 4.75 4.82 4.75 6% M019J 4.5 5.125 4.19 5.13 4.82 5.125 14% M019K 4.5 5.125 4.19 5.13 4.82 5.125 14% M019L 4.5 5 4.19 5.00 4.82 5 11% M019M 4.5 5.375 4.19 5.38 4.82 5.375 19% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 5 OF 10 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 T028 4.875 4.875 4.53 4.88 5.22 4.875 0% T029 4.875 4.5 4.53 4.50 5.22 4.5 -8% T030 4.875 4.625 4.53 4.63 5.22 4.625 -5% T031 4.875 4.5 4.53 4.50 5.22 4.5 -8% T032 4.875 4.25 4.53 4.25 5.22 4.25 -13% T033 4.875 3.75 4.53 3.75 5.22 3.75 -23% T034 4.875 5 4.53 5.00 5.22 5 3% T035 4.875 5 4.53 5.00 5.22 5 3% T036 4.875 5 4.53 5.00 5.22 5 3% T037 4.875 4.75 4.53 4.75 5.22 4.75 -3% T038 4.875 4.75 4.53 4.75 5.22 4.75 -3% T039 4.875 5 4.53 5.00 5.22 5 3% T040 4.875 4.75 4.53 4.75 5.22 4.75 -3% T041 4.875 4.875 4.53 4.88 5.22 4.875 0% T042 4.875 4.625 4.53 4.63 5.22 4.625 -5% T043 4.875 4.625 4.53 4.63 5.22 4.625 -5% T044 4.875 4.625 4.53 4.63 5.22 4.625 -5% U055A 4.625 4.625 4.30 4.63 4.95 4.625 0% U055B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U056 4.625 4.625 4.30 4.63 4.95 4.625 0% U057A 4.625 4.625 4.30 4.63 4.95 4.625 0% U057B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U058A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U058B 4.625 4.625 4.30 4.63 4.95 4.625 0% U059A 4.625 4.75 4.30 4.75 4.95 4.75 3% U059B 4.625 4.625 4.30 4.63 4.95 4.625 0% U060 4.625 4.625 4.30 4.63 4.95 4.625 0% U061A 4.625 4.625 4.30 4.63 4.95 4.625 0% U061B 4.625 4.75 4.30 4.75 4.95 4.75 3% U062A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U062B 4.625 4.875 4.30 4.88 4.95 4.875 5% U063A 4.625 4.75 4.30 4.75 4.95 4.75 3% U063B 4.625 4.625 4.30 4.63 4.95 4.625 0% U064 4.625 4.375 4.30 4.38 4.95 4.375 -5% U064A 4.625 4.625 4.30 4.63 4.95 4.625 0% U064B 4.625 4.25 4.30 4.25 4.95 4.25 -8% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 6 OF 10 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 U066A 4.625 4.75 4.30 4.75 4.95 4.75 3% U066B 4.625 4.875 4.30 4.88 4.95 4.875 5% U067A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U067B 4.625 4.875 4.30 4.88 4.95 4.875 5% U068 4.625 4.375 4.30 4.38 4.95 4.375 -5% U069A 4.625 4.625 4.30 4.63 4.95 4.625 0% U069B 4.625 5 4.30 5.00 4.95 5 8% U070 4.625 4.75 4.30 4.75 4.95 4.75 3% U019A 3.125 3.25 2.91 3.25 3.34 3.25 4% U019B 3.125 2.875 2.91 2.88 3.34 2.875 -8% U207 2.375 2.375 2.21 2.38 2.54 2.375 0% U020 3.125 3 2.91 3.00 3.34 3 -4% U021A 3.125 3 2.91 3.00 3.34 3 -4% U021B 3.125 3 2.91 3.00 3.34 3 -4% U022A 3.125 3 2.91 3.00 3.34 3 -4% U022B 3.125 3.125 2.91 3.13 3.34 3.125 0% U208 2.375 2 2.21 2.00 2.54 2 -16% U023A 3.125 3.125 2.91 3.13 3.34 3.125 0% U023B 3.125 3.25 2.91 3.25 3.34 3.25 4% U024 3.125 3 2.91 3.00 3.34 3 -4% U209 2.375 2.125 2.21 2.13 2.54 2.125 -11% U025A 3.125 3 2.91 3.00 3.34 3 -4% U025B 3.125 3.25 2.91 3.25 3.34 3.25 4% U026A 3.125 3.25 2.91 3.25 3.34 3.25 4% U026B 3.125 3.125 2.91 3.13 3.34 3.125 0% U027A 3.125 3.125 2.91 3.13 3.34 3.125 0% U027B 3.125 3.375 2.91 3.38 3.34 3.375 8% U210 2.375 2 2.21 2.00 2.54 2 -16% U028U 3.125 3.25 2.91 3.25 3.34 3.25 4% 029A 3.125 3.25 2.91 3.25 3.34 3.25 4% U029B 3.125 3.125 2.91 3.13 3.34 3.125 0% U211 2.375 2 2.21 2.00 2.54 2 -16% U030A 3.125 3.125 2.91 3.13 3.34 3.125 0% U030B 3.125 3 2.91 3.00 3.34 3 -4% U031A 3.125 2.875 2.91 2.88 3.34 2.875 -8% U031B 3.125 3.125 2.91 3.13 3.34 3.125 0% U027A & U027B concrete broke above the live end due to the jack kicking up during stressing. SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 7 OF 10 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 U032 3.125 3.125 2.91 3.13 3.34 3.125 0% U212 2.375 2.25 2.21 2.25 2.54 2.25 -5% U033A 3.125 3.125 2.91 3.13 3.34 3.125 0% U033B 3.125 N/A 2.91 #VALUE! 3.34 #VALUE! #VALUE! Pulled Through U034 3.125 N/A 2.91 #VALUE! 3.34 #VALUE! #VALUE! Will be De- stressed U218 2.375 2.5 2.21 2.50 2.54 2.5 5% U219 2.375 2.5 2.21 2.50 2.54 2.5 5% U220 2.375 2.25 2.21 2.25 2.54 2.25 -5% U221 1 2.375 2.5 1 2.21 2.50 2.54 1 2.5 5% U222 2.375 2.25 2.21 2.25 2.54 2.25 -5% U223 2.375 2.375 2.21 2.38 2.54 2.375 0% M009A 4.5 4.25 4.19 4.25 4.82 4.25 -6% M009B 4.5 4.25 4.19 4.25 4.82 4.25 -6% M009C 4.5 4.375 4.19 4.38 4.82 4.375 -3% M009D 4.5 4.5 4.19 4.50 4.82 4.5 0% M009E 4.5 5 4.19 5.00 4.82 5 11% M009F 4.5 4.5 4.19 4.50 4.82 4.5 0% M009G 4.5 4.75 4.19 4.75 4.82 4.75 6% M009H 4.5 4.625 4.19 4.63 4.82 4.625 3% M0091 4.5 4.625 4.19 4.63 4.82 4.625 3% M009J 4.5 4.75 4.19 4.75 4.82 4.75 6% M009K 4.5 4.625 4.19 4.63 4.82 4.625 3% M009L 4.5 4.75 4.19 4.75 4.82 4.75 6% M009M 4.5 4.875 4.19 4.88 4.82 4.875 8% M010A 4.5 4.5 4.19 4.50 4.82 4.5 0% M010B 4.5 4.5 4.19 4.50 4.82 4.5 0% M010C 4.5 4.75 4.19 4.75 4.82 4.75 6% M010D 4.5 4.625 4.19 4.63 4.82 4.625 3% M010E 4.5 4.375 4.19 4.38 4.82 4.375 -3% M01OF 4.5 4.875 4.19 4.88 4.82 4.875 8% M010G 4.5 4.5 4.19 4.50 4.82 4.5 0% M010H 4.5 4.875 4.19 4.88 4.82 4.875 8% M0101 4.5 4.25 4.19 4.25 4.82 4.25 -6% M010J 4.5 4.5 4.19 4.50 4.82 4.5 0% M010K 4.5 4.75 4.19 4.75 4.82 4.75 6% M010L 4.5 4.75 4.19 4.75 4.82 4.75 6% M010M 4.5 4.25 4.19 4.25 4.82 4.25 -6% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 ISTRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 8 OF 10 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 M011A 4.5 4.5 4.19 4.50 4.82 4.5 0% M011B 4.5 4.5 4.19 4.50 4.82 4.5 0% M011C 4.5 4.5 4.19 4.50 4.82 4.5 0% M011D 4.5 4.375 4.19 4.38 4.82 4.375 -3% M011E 4.5 4.625 4.19 4.63 4.82 4.625 3% M011F 4.5 4.5 4.19 4.50 4.82 4.5 0% M011G 4.5 4.75 4.19 4.75 4.82 4.75 6% M011H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0111 4.5 4.375 4.19 4.38 4.82 4.375 -3% M011J 4.5 4.5 4.19 4.50 4.82 4.5 0% M011K 4.5 4.5 4.19 4.50 4.82 4.5 0% M011L 4.5 4.25 4.19 4.25 4.82 4.25 -6% M011M 4.5 4.5 4.19 4.50 4.82 4.5 0% M012A 4.5 4.5 4.19 4.50 4.82 4.5 0% M012B 4.5 4.875 4.19 4.88 4.82 4.875 8% M012C 4.5 4.625 4.19 4.63 4.82 4.625 3% M012D 4.5 4.5 4.19 4.50 4.82 4.5 0% M012E 4.5 4.625 4.19 4.63 4.82 4.625 3% M012F 4.5 4.625 4.19 4.63 4.82 4.625 3% M012G 4.5 4.375 4.19 4.38 4.82 4.375 -3% M012H 4.5 4.25 4.19 4.25 4.82 4.25 -6% M0121 4.5 4.5 4.19 4.50 4.82 4.5 0% M012J 4.5 4.875 4.19 4.88 4.82 4.875 8% M012K 4.5 5 4.19 5.00 4.82 5 11% M012L 4.5 5 4.19 5.00 4.82 5 11% M012M 4.5 5 4.19 5.00 4.82 5 11% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 9 OF 10 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 M013A 4.5 4.625 4.19 4.63 4.82 4.625 3% M013B 4.5 4.875 4.19 4.88 4.82 4.875 8% M013C 4.5 4.875 4.19 4.88 4.82 4.875 8% M013D 4.5 4.875 4.19 4.88 4.82 4.875 8% M013E 4.5 4.75 4.19 4.75 4.82 4.75 6% M013F 4.5 4.625 4.19 4.63 4.82 4.625 3% M013G 4.5 5 4.19 5.00 4.82 5 11% M013H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0131 4.5 41/2 4.19 4.50 4.82 4.5 0% M 13J 4.5 4.75 4.19 4.75 4.82 4.75 6 M013 K 4.5 4.875 4.19 4.88 4.82 4.875 8 M013L 4.5 5 4.19 5.00 4.82 5 11% M013M 4.5 4.875 4.19 4.88 4.82 4.875 8% SHEETTITLE: ELONGATION RECORDS Jack #1:MR336 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Garage Level 6, Pour 21 Jack #2 PSI: 7000 DATE: 11/21/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 10 OF 10 Distribution Paae Report Number: 95181011.0558 Service Date: 11/21/18 Report Date: 11/28/18 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