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Terracon - 10/29/2018
POST -TENSION STRESSING REPORT Report Number: 95181011.0510 Irerracon Service Date: 10/29/18 2501 E Loop 820 N Report Date: 10/29/18 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 17. Please note that tendons highlighted in yellow are outside of the tolerance of +/-7%. See attached sheets for recorded data. Services: Terracon Rep.: Jeremy Washington Reported To: David with 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 CALC TENDON ELONG MARK (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS U055A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U055B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U056 4.625 4.25 4.30 4.25 4.95 4.25 -8% U057A 4.625 4.625 4.30 4.63 4.95 4.625 0% U057B 4.625 4.625 4.30 4.63 4.95 4.625 0% U058A 4.625 4.375 4.30 4.38 4.95 4.375 -5% U058B 4.625 4.625 4.30 4.63 4.95 4.625 0% U059A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U059B 4.625 4.625 4.30 4.63 4.95 4.625 0% U060 4.625 4.25 4.30 4.25 4.95 4.25 -8% U061A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U061B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U062A 4.625 4.625 4.30 4.63 4.95 4.625 0% U062B 4.625 5 4.30 5.00 4.95 5 8% U063A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U063B 4.625 5 4.30 5.00 4.95 5 8% U064 4.625 4.75 4.30 4.75 4.95 4.75 3% U065A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U065B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U066A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U066B 4.625 4.75 4.30 4.75 4.95 4.75 3% U067A 4.625 4.75 4.30 4.75 4.95 4.75 3% U067B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U068 4.625 4.5 4.30 4.50 4.95 4.5 -3% U069A 4.625 4.625 4.30 4.63 4.95 4.625 0% U069B 4.625 4.625 4.30 4.63 4.95 4.625 0% U070 4.625 4.5 4.30 4.50 4.95 4.5 -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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington 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 M012A 4.5 4.5 4.19 4.50 4.82 4.5 0% M012B 4.5 4.5 4.19 4.50 4.82 4.5 0% M012C 4.5 4.375 4.19 4.38 4.82 4.375 -3% M012D 4.5 4.625 4.19 4.63 4.82 4.625 3% M012E 4.5 4.75 4.19 4.75 4.82 4.75 6% M012F 4.5 4.5 4.19 4.50 4.82 4.5 0% M012G 4.5 4.75 4.19 4.75 4.82 4.75 6% M012H 4.5 4.25 4.19 4.25 4.82 4.25 -6% M0121 4.5 4.75 4.19 4.75 4.82 4.75 6% M012J 4.5 4.75 4.19 4.75 4.82 4.75 6% M012K 4.5 4.625 4.19 4.63 4.82 4.625 3% M012L 4.5 5 4.19 5.00 4.82 5 11% M013A 4.5 4.5 4.19 4.50 4.82 4.5 0% M013B 4.5 4.375 4.19 4.38 4.82 4.375 -3% M013C 4.5 4.5 4.19 4.50 4.82 4.5 0% M013D 4.5 4.625 4.19 4.63 4.82 4.625 3% M013E 4.5 4.5 4.19 4.50 4.82 4.5 0% M013F 4.5 4.5 4.19 4.50 4.82 4.5 0% M013G 4.5 4.5 4.19 4.50 4.82 4.5 0% M013H 4.5 4.375 4.19 4.38 4.82 4.375 -3% M0131 4.5 4.875 4.19 4.88 4.82 4.875 8% M013J 4.5 5 4.19 5.00 4.82 5 11% M013K 4.5 4.5 4.19 4.50 4.82 4.5 0% M013L 4.5 4.375 4.19 4.38 4.82 4.375 -3% M019A 4.5 4.25 4.19 4.25 4.82 4.25 -6% M019B 4.5 4.25 4.19 4.25 4.82 4.25 -6% M019C 4.5 4.25 4.19 4.25 4.82 4.25 -6% M019D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M019E 4.5 4.5 4.19 4.50 4.82 4.5 0% M019F 4.5 4.375 4.19 4.38 4.82 4.375 -3% M019G 4.5 4.375 4.19 4.38 4.82 4.375 -3% M019H 4.5 4.25 4.19 4.25 4.82 4.25 -6% M0191 4.5 4.5 4.19 4.50 4.82 4.5 0% M019J 4.5 4.375 4.19 4.38 4.82 4.375 -3% M019K 4.5 4.25 4.19 4.25 4.82 4.25 -6% M019L 4.5 4.25 4.19 4.25 4.82 4.25 -6% 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington 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 M018A 4.5 4.5 4.19 4.50 4.82 4.5 0% M018B 4.5 4.375 4.19 4.38 4.82 4.375 -3% M018C 4.5 4.375 4.19 4.38 4.82 4.375 -3% M018D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M018E 4.5 4.5 4.19 4.50 4.82 4.5 0% M018F 4.5 4.5 4.19 4.50 4.82 4.5 0% M018G 4.5 4.375 4.19 4.38 4.82 4.375 -3% M018H 4.5 4.25 4.19 4.25 4.82 4.25 -6% M0181 4.5 5 4.19 5.00 4.82 5 11% M018J 4.5 5 4.19 5.00 4.82 5 11% M018K 4.5 4.25 4.19 4.25 4.82 4.25 -6% M018L 4.5 4.5 4.19 4.50 4.82 4.5 0% M016A 4.5 4.625 4.19 4.63 4.82 4.625 3% M016B 4.5 4.375 4.19 4.38 4.82 4.375 -3% M016C 4.5 4.375 4.19 4.38 4.82 4.375 -3% M016D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M016E 4.5 4.375 4.19 4.38 4.82 4.375 -3% M016F 4.5 4.5 4.19 4.50 4.82 4.5 0% M016G 4.5 4.375 4.19 4.38 4.82 4.375 -3% M016H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0161 4.5 4.625 4.19 4.63 4.82 4.625 3% M016J 4.5 4.75 4.19 4.75 4.82 4.75 6% M016K 4.5 4.75 4.19 4.75 4.82 4.75 6% M016L 4.5 4.75 4.19 4.75 4.82 4.75 6% 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington 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 T044 4.875 4.75 4.53 4.75 5.22 4.75 -3% T043T 4.875 4.875 4.53 4.88 5.22 4.875 0% 42 4.875 4.875 4.53 4.88 5.22 4.875 0% T041 4.875 4.875 4.53 4.88 5.22 4.875 0% T040 4.875 4.875 4.53 4.88 5.22 4.875 0% T039 4.875 4.875 4.53 4.88 5.22 4.875 0% T038 4.875 5 4.53 5.00 5.22 5 3% T037 4.875 4.875 4.53 4.88 5.22 4.875 0% T036 4.875 45/8 4.53 4.63 5.22 4.625 -5% T035 4.875 5 4.53 5.00 5.22 5 3% T034 4.875 4.875 4.53 4.88 5.22 4.875 0% T033 4.875 4.75 4.53 4.75 5.22 4.75 -3% T032 4.875 5 4.53 5.00 5.22 5 3% T031 4.875 4.75 4.53 4.75 5.22 4.75 -3% T030 4.875 5 4.53 5.00 5.22 5 3% T029 4.875 4.75 4.53 4.75 5.22 4.75 -3% T028 4.875 4.875 4.53 4.88 5.22 4.875 0% U034 3.125 3.25 2.91 3.25 3.34 3.25 4% U033A 3.125 3.375 2.91 3.38 3.34 3.375 8% U033B 3.125 3 2.91 3.00 3.34 3 -4% U212 2.375 2.375 2.21 2.38 2.54 2.375 0% U032 3.125 3.25 2.91 3.25 3.34 3.25 4% U031A 3.125 3.25 2.91 3.25 3.34 3.25 4% U031B 3.125 2.875 2.91 2.88 3.34 2.875 -8% U030A 3.125 3 2.91 3.00 3.34 3 -4% U030B 3.125 3.25 2.91 3.25 3.34 3.25 4% U211 2.375 2.5 2.21 2.50 2.54 2.5 5% U029A 3.125 3 2.91 3.00 3.34 3 -4% U029B 3.125 3 2.91 3.00 3.34 3 -4% U028 3.125 2.875 2.91 2.88 3.34 2.875 -8% U210 2.375 2 2.21 2.00 2.54 2 -16% U027A 3.125 3 2.91 3.00 3.34 3 -4% U027B 3.125 2.5 2.91 2.50 3.34 2.5 -20% 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington PAGE 4 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 U026A 3.125 3 2.91 3.00 3.34 3 -4% U026B 3.125 3 2.91 3.00 3.34 3 -4% U025A 3.125 3 2.91 3.00 3.34 3 -4% U025B 3.125 2.875 2.91 2.88 3.34 2.875 -8% U209 2.375 2.25 2.21 2.25 2.54 2.25 -5% U024 3.125 3.25 2.91 3.25 3.34 3.25 4% U023A 3.125 3 2.91 3.00 3.34 3 -4% U023B 3.125 3.25 2.91 3.25 3.34 3.25 4% U208 2.375 2.25 2.21 2.25 2.54 2.25 -5% 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% U021A 3.125 3.125 2.91 3.13 3.34 3.125 0% U021B 3.125 3.125 2.91 3.13 3.34 3.125 0% U020 3.125 3.25 2.91 3.25 3.34 3.25 4% U207 2.375 2.25 2.21 2.25 2.54 2.25 -5% U019A 3.125 3.125 2.91 3.13 3.34 3.125 0% U019B 3.125 3.25 2.91 3.25 3.34 3.25 4% U218 2.375 2.375 2.21 2.38 2.54 2.375 0% U219 2.375 2.375 2.21 2.38 2.54 2.375 0% U220 2.375 2 2.21 2.00 2.54 2 -16% U221 2.375 2.25 2.21 2.25 2.54 2.25 -5% U222 2.375 2 2.21 2.00 2.54 2 -16% U223 2.375 2.125 2.21 2.13 2.54 2.125 -11% 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington PAGE 5 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 T048 4.875 5 4.53 5.00 5.22 5 3% T049 4.875 5 4.53 5.00 5.22 5 3% T050 4.875 5.125 4.53 5.13 5.22 5.125 5% 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 4 3.60 4.00 4.15 4 3% M014D 3.875 4 3.60 4.00 4.15 4 3% M014E 3.875 4 3.60 4.00 4.15 4 3% M014F 3.875 4.25 3.60 4.25 4.15 4.25 10% M014G 3.875 4 3.60 4.00 4.15 4 3% M014H 3.875 4.125 3.60 4.13 4.15 4.125 6% T051 4.125 4 3.84 4.00 4.41 4 -3% T052 4.125 4.375 3.84 4.38 4.41 4.375 6% T053 4.125 4.125 3.84 4.13 4.41 4.125 0% M015A 4.125 3.75 3.84 3.75 4.41 3.75 -9% M015B 4.125 3.625 3.84 3.63 4.41 3.625 -12% M015C 4.125 4 3.84 4.00 4.41 4 -3% M015D 4.125 4 3.84 4.00 4.41 4 -3% M015E 4.125 4 3.84 4.00 4.41 4 -3% M015F 4.125 4 3.84 4.00 4.41 4 -3% M015G 4.125 4 3.84 4.00 4.41 4 -3% M015H 4.125 3.75 3.84 3.75 4.41 3.75 -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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington 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 M009A 4.5 4.625 4.19 4.63 4.82 4.625 3% M009B 4.5 4.625 4.19 4.63 4.82 4.625 3% M009C 4.5 4.625 4.19 4.63 4.82 4.625 3% M009D 4.5 4.5 4.19 4.50 4.82 4.5 0% M009E 4.5 4.75 4.19 4.75 4.82 4.75 6% M009F 4.5 5 4.19 5.00 4.82 5 11% M009G 4.5 4.75 4.19 4.75 4.82 4.75 6% M009H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0091 4.5 4.5 4.19 4.50 4.82 4.5 0% M0091 4.5 4.75 4.19 4.75 4.82 4.75 6% M009K 4.5 4.75 4.19 4.75 4.82 4.75 6% M009L 4.5 4.625 4.19 4.63 4.82 4.625 3% M010A 4.5 4.5 4.19 4.50 4.82 4.5 0% M0106 4.5 4.5 4.19 4.50 4.82 4.5 0% M010C 4.5 4.5 4.19 4.50 4.82 4.5 0% M010D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M010E 4.5 4.5 4.19 4.50 4.82 4.5 0% M010F 4.5 4.25 4.19 4.25 4.82 4.25 -6% M010G 4.5 4.5 4.19 4.50 4.82 4.5 0% M010H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0101 4.5 4.625 4.19 4.63 4.82 4.625 3% M010J 4.5 4.75 4.19 4.75 4.82 4.75 6% M010K 4.5 4.75 4.19 4.75 4.82 4.75 6% M010L 4.5 4.5 4.19 4.50 4.82 4.5 0% M011A 4.5 4.375 4.19 4.38 4.82 4.375 -3% M011B 4.5 4.625 4.19 4.63 4.82 4.625 3% M011C 4.5 4.625 4.19 4.63 4.82 4.625 3% M011D 4.5 4.75 4.19 4.75 4.82 4.75 6% M011E 4.5 4.375 4.19 4.38 4.82 4.375 -3% M011F 4.5 4.625 4.19 4.63 4.82 4.625 3% M011G 4.5 4.625 4.19 4.63 4.82 4.625 3% M011H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0111 4.5 4.75 4.19 4.75 4.82 4.75 6% 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 4.625 4.19 4.63 4.82 4.625 3% Beams facing West starting from Top to Bottom, Left to Right 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington 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 U105 4.625 4.5 4.30 4.50 4.95 4.5 -3% U104 4.625 4.25 4.30 4.25 4.95 4.25 -8% U103A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U103B 4.625 4.75 4.30 4.75 4.95 4.75 3% U102A 4.625 4.75 4.30 4.75 4.95 4.75 3% U102B 4.625 4.75 4.30 4.75 4.95 4.75 3% U101 4.625 4.625 4.30 4.63 4.95 4.625 0% U100A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U100B 4.625 4.25 4.30 4.25 4.95 4.25 -8% U099A 4.625 4.875 4.30 4.88 4.95 4.875 5% U099B 4.625 4.625 4.30 4.63 4.95 4.625 0% U098 4.625 4.75 4.30 4.75 4.95 4.75 3% U097A 4.625 4.75 4.30 4.75 4.95 4.75 3% U097B 4.625 4.25 4.30 4.25 4.95 4.25 -8% U096A 4.625 4.75 4.30 4.75 4.95 4.75 3% U096B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U095 4.625 4.25 4.30 4.25 4.95 4.25 -8% U094A 4.625 4.75 4.30 4.75 4.95 4.75 3% U094B 4.625 4.25 4.30 4.25 4.95 4.25 -8% U093A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U093B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U092 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% U091B 4.625 4.625 4.30 4.63 4.95 4.625 0% U090A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U090B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U089 4.625 4.5 4.30 4.50 4.95 4.5 -3% U230 2.375 2.5 2.21 2.50 2.54 2.5 5% U231 2.375 2.25 2.21 2.25 2.54 2.25 -5% U232 2.375 2.5 2.21 2.50 2.54 2.5 5% U233 2.375 2.5 2.21 2.50 2.54 2.5 5% U234 2.375 2.375 2.21 2.38 2.54 2.375 0% U235 2.375 2.5 2.21 2.50 2.54 2.5 5% 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington PAGE 8 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 U035A 4.625 4.875 4.30 4.88 4.95 4.875 5% U035B 4.625 5 4.30 5.00 4.95 5 8% U036A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U036B 4.625 4.625 4.30 4.63 4.95 4.625 0% U037 4.625 4.625 4.30 4.63 4.95 4.625 0% U038A 4.625 4.75 4.30 4.75 4.95 4.75 3% U038B 4.625 5 4.30 5.00 4.95 5 8% U039 4.625 4.375 4.30 4.38 4.95 4.375 -5% U040A 4.625 5 4.30 5.00 4.95 5 8% U040B 4.625 4.875 4.30 4.88 4.95 4.875 5% U041 4.625 5 4.30 5.00 4.95 5 8% U042A 4.625 5.125 4.30 5.13 4.95 5.125 11% U042B 4.625 5.125 4.30 5.13 4.95 5.125 11% U043 4.625 4.75 4.30 4.75 4.95 4.75 3% U044A 4.625 4.75 4.30 4.75 4.95 4.75 3% U044B 4.625 5 4.30 5.00 4.95 5 8% U045 4.625 4.75 4.30 4.75 4.95 4.75 3% U046A 4.625 5.125 4.30 5.13 4.95 5.125 11% U046B 4.625 4.875 4.30 4.88 4.95 4.875 5% U047 4.625 5 4.30 5.00 4.95 5 8% U048A 4.625 5 4.30 5.00 4.95 5 8% U048B 4.625 4.875 4.30 4.88 4.95 4.875 5% U052A 2 2 1.86 2.00 2.14 2 0% U052B 2 2 1.86 2.00 2.14 2 0% U052C 2 2.5 1.86 2.50 2.14 2.5 25% U053A 2 2 1.86 2.00 2.14 2 0% U053B 2 2.25 1.86 2.25 2.14 2.25 13% U054A 2 2 1.86 2.00 2.14 2 0% U054B 2 2.25 1.86 2.25 2.14 2.25 13% U054C 2 2 1.86 2.00 2.14 2 0% U213 2.375 2.25 2.21 2.25 2.54 2.25 -5% U514 2.375 2.25 2.21 2.25 2.54 2.25 -5% U515 2.375 3 2.21 3.00 2.54 3 26% U216 2.375 2.875 2.21 2.88 2.54 2.875 21% U217 2.375 2.5 2.21 2.50 2.54 2.5 5% 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Jeremy Washington 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 T059 4.875 4.875 4.53 4.88 5.22 4.875 0% T060 4.875 4.875 4.53 4.88 5.22 4.875 0% T061 4.875 4.5 4.53 4.50 5.22 4.5 -8% T062 4.875 4.5 4.53 4.50 5.22 4.5 -8% T063 4.875 4.625 4.53 4.63 5.22 4.625 -5% T064 4.875 4.875 4.53 4.88 5.22 4.875 0% T065 4.875 4.75 4.53 4.75 5.22 4.75 -3% T066 4.875 4.75 4.53 4.75 5.22 4.75 -3% T067 4.875 4.5 4.53 4.50 5.22 4.5 -8% T057 4.875 4.75 4.53 4.75 5.22 4.75 -3% T058 4.875 4.5 4.53 4.50 5.22 4.5 -8% M017A 4.5 4.375 4.19 4.38 4.82 4.375 -3% M017B 4.5 4.5 4.19 4.50 4.82 4.5 0% M017C 4.5 4.25 4.19 4.25 4.82 4.25 -6% M017D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M017E 4.5 4.5 4.19 4.50 4.82 4.5 0% M017F 4.5 4.375 4.19 4.38 4.82 4.375 -3% M017G 4.5 4.25 4.19 4.25 4.82 4.25 -6% M017H 4.5 4.5 4.19 4.50 4.82 4.5 0% M0171 4.5 4.625 4.19 4.63 4.82 4.625 3% M017J 4.5 4.625 4.19 4.63 4.82 4.625 3% M017K 4.5 4.375 4.19 4.38 4.82 4.375 -3% M017L 4.5 4.75 4.19 4.75 4.82 4.75 6% 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 17 Jack #2 PSI: DATE: 10/29/18 1 STRESS BY: K&A Rebar VERIFIED BY: Jeremy Washington PAGE 10 OF 10 Distribution Paae Report Number: 95181011.0510 Service Date: 10/29/18 Report Date: 10/29/18 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