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HomeMy WebLinkAboutTerracon - 9/29/2018POST -TENSION STRESSING REPORT Irerracon Report Number: 95181011.0475 Service Date: 09/29/18 2501 E Loop 820 N Report Date: 10/02/18 Fort Worth, TX 76118-6978 Task: Parking Garage 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 13. 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 Saiter 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. se0001, 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 T028 4.875 4.625 4.53 4.63 5.22 4.625 -5% T029 4.875 4.75 4.53 4.75 5.22 4.75 -3% T030 4.875 4.625 4.53 4.63 5.22 4.625 -5% T031 4.875 4.875 4.53 4.88 5.22 4.875 0% T032 4.875 4.5 4.53 4.50 5.22 4.5 -8% T033 4.875 4.5 4.53 4.50 5.22 4.5 -8% T034 4.875 4.5 4.53 4.50 5.22 4.5 -8% T035 4.875 4.75 4.53 4.75 5.22 4.75 -3% T036 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% T038 4.875 5 4.53 5.00 5.22 5 3% T039 4.875 4.625 4.53 4.63 5.22 4.625 -5% T040 4.875 4.625 4.53 4.63 5.22 4.625 -5% T041 4.875 4.75 4.53 4.75 5.22 4.75 -3% T042 4.875 4.875 4.53 4.88 5.22 4.875 0% T043 4.875 4.875 4.53 4.88 5.22 4.875 0% T044 4.875 4.75 4.53 4.75 5.22 4.75 -3% U218 2.375 2 2.21 2.00 2.54 2 -16% U219 2.375 2.25 2.21 2.25 2.54 2.25 -5% U220 2.375 2.125 2.21 2.13 2.54 2.125 -11% U221 2.375 2 2.21 2.00 2.54 2 -16% 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:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 1 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 U019A 3.125 3.125 2.91 3.13 3.34 3.125 0% U019B 3.125 2.75 2.91 2.75 3.34 2.75 -12% U207 2.375 2 2.21 2.00 2.54 2 -16% U020 3.125 2.75 2.91 2.75 3.34 2.75 -12% 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% U022A 3.125 2.875 2.91 2.88 3.34 2.875 -8% U022B 3.125 2.875 2.91 2.88 3.34 2.875 -8% U208 2.375 2 2.21 2.00 2.54 2 -16% U023A 3.125 2.75 2.91 2.75 3.34 2.75 -12% 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 2.21 2.00 2.54 2 -16% 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% U026A 3.125 2.875 2.91 2.88 3.34 2.875 -8% U026B 3.125 2.875 2.91 2.88 3.34 2.875 -8% U027A 3.125 2.875 2.91 2.88 3.34 2.875 -8% U027B 3.125 3 2.91 3.00 3.34 3 -4% U210 2.375 2 2.21 2.00 2.54 2 -16% U028 3.125 3 2.91 3.00 3.34 3 -4% U029A 3.125 3 2.91 3.00 3.34 3 -4% U029B 3.125 3 2.91 3.00 3.34 3 -4% U211 2.375 2.375 2.21 2.38 2.54 2.375 0% U030A 3.125 3 2.91 3.00 3.34 3 -4% U030B 3.125 3 2.91 3.00 3.34 3 -4% U031A 3.125 2.75 2.91 2.75 3.34 2.75 -12% U031B 3.125 2.875 2.91 2.88 3.34 2.875 -8% 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 2.75 2.91 2.75 3.34 2.75 -12% U033B 3.125 3.125 2.91 3.13 3.34 3.125 0% U034 3.125 2.75 2.91 2.75 3.34 2.75 -12% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 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 U055A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U055B 4.625 4.625 4.30 4.63 4.95 4.625 0% U056 4.625 4.5 4.30 4.50 4.95 4.5 -3% U057A 4.625 4.75 4.30 4.75 4.95 4.75 3% 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 4.75 4.30 4.75 4.95 4.75 3% U059A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U059B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U060 4.625 4.625 4.30 4.63 4.95 4.625 0% U061A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U061B 4.625 4.75 4.30 4.75 4.95 4.75 3% U062A 4.625 4.75 4.30 4.75 4.95 4.75 3% U062B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U063A 4.625 4.75 4.30 4.75 4.95 4.75 3% U063B 4.625 4.375 4.30 4.38 4.95 4.375 -5% 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 4.75 4.30 4.75 4.95 4.75 3% U066A 4.625 4.625 4.30 4.63 4.95 4.625 0% U066B 4.625 4.625 4.30 4.63 4.95 4.625 0% U067A 4.625 4.625 4.30 4.63 4.95 4.625 0% U067B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U068 4.625 4.75 4.30 4.75 4.95 4.75 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 4.25 4.30 4.25 4.95 4.25 -8% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 3 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 M013A 4.5 4.375 4.19 4.38 4.82 4.375 -3% M013B 4.5 4.375 4.19 4.38 4.82 4.375 -3% M013C 4.5 4.25 4.19 4.25 4.82 4.25 -6% M013D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M013E 4.5 4.625 4.19 4.63 4.82 4.625 3% M013F 4.5 4.375 4.19 4.38 4.82 4.375 -3% M013G 4.5 4.625 4.19 4.63 4.82 4.625 3% M013H 4.5 4.625 4.19 4.63 4.82 4.625 3% M0131 4.5 5 4.19 5.00 4.82 5 11% M013J 4.5 4.625 4.19 4.63 4.82 4.625 3% M013K 4.5 4.375 4.19 4.38 4.82 4.375 -3% M013L 4.5 4.25 4.19 4.25 4.82 4.25 -6% M012A 4.5 4.375 4.19 4.38 4.82 4.375 -3% M012B 4.5 4.25 4.19 4.25 4.82 4.25 -6% M012C 4.5 4.125 4.19 4.13 4.82 4.125 -8% M012D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M012E 4.5 4.25 4.19 4.25 4.82 4.25 -6% M012F 4.5 4.25 4.19 4.25 4.82 4.25 -6% M012G 4.5 4.25 4.19 4.25 4.82 4.25 -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 4.375 4.19 4.38 4.82 4.375 -3% M012K 4.5 4.75 4.19 4.75 4.82 4.75 6% M012L 4.5 4.625 4.19 4.63 4.82 4.625 3% M011A 4.5 4.375 4.19 4.38 4.82 4.375 -3% M0116 4.5 4.5 4.19 4.50 4.82 4.5 0% M011C 4.5 4.375 4.19 4.38 4.82 4.375 -3% M011D 4.5 4.25 4.19 4.25 4.82 4.25 -6% M011E 4.5 4.5 4.19 4.50 4.82 4.5 0% M011F 4.5 4.375 4.19 4.38 4.82 4.375 -3% M011G 4.5 4.25 4.19 4.25 4.82 4.25 -6% M011H 4.5 4.375 4.19 4.38 4.82 4.375 -3% M0111 4.5 4.625 4.19 4.63 4.82 4.625 3% M011J 4.5 4.875 4.19 4.88 4.82 4.875 8% M011K 4.5 4.75 4.19 4.75 4.82 4.75 6% M011L 4.5 4.25 4.19 4.25 4.82 4.25 -6% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood 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 M010A 4.5 4.25 4.19 4.25 4.82 4.25 -6% M01013 4.5 4.25 4.19 4.25 4.82 4.25 -6% M010C 4.5 4.25 4.19 4.25 4.82 4.25 -6% M010D 4.5 4.375 4.19 4.38 4.82 4.375 -3% M010E 4.5 4.875 4.19 4.88 4.82 4.875 8% M010F 4.5 4.625 4.19 4.63 4.82 4.625 3% M010G 4.5 4.75 4.19 4.75 4.82 4.75 6% M0101-1 4.5 4.625 4.19 4.63 4.82 4.625 3% M0101 4.5 4.75 4.19 4.75 4.82 4.75 6% M010J 4.5 4.375 4.19 4.38 4.82 4.375 -3% M010K 4.5 4.5 4.19 4.50 4.82 4.5 0% M010L 4.5 4.625 4.19 4.63 4.82 4.625 3% 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 4.25 4.19 4.25 4.82 4.25 -6% M009E 4.5 4.25 4.19 4.25 4.82 4.25 -6% M099F 4.5 4.25 4.19 4.25 4.82 4.25 -6% M009G 4.5 4.25 4.19 4.25 4.82 4.25 -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% M009J 4.5 4.375 4.19 4.38 4.82 4.375 -3% M009K 4.5 4.75 4.19 4.75 4.82 4.75 6% M009L 4.5 4.75 4.19 4.75 4.82 4.75 6% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood 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 4.75 4.53 4.75 5.22 4.75 -3% T049 4.875 4.875 4.53 4.88 5.22 4.875 0% T050 4.875 4.75 4.53 4.75 5.22 4.75 -3% T051 4.125 3.625 3.84 3.63 4.41 3.625 -12% T052 4.125 3.75 3.84 3.75 4.41 3.75 -9% T053 4.125 4.125 3.84 4.13 4.41 4.125 0% T054 4.875 5 4.53 5.00 5.22 5 3% T055 4.875 4.875 4.53 4.88 5.22 4.875 0% T056 4.875 5 4.53 5.00 5.22 5 3% T057 4.875 4.875 4.53 4.88 5.22 4.875 0% T058 4.875 4.875 4.53 4.88 5.22 4.875 0% T059 4.875 4.75 4.53 4.75 5.22 4.75 -3% T060 4.875 4.875 4.53 4.88 5.22 4.875 0% T061 4.875 5.125 4.53 5.13 5.22 5.125 5% T062 4.875 5 4.53 5.00 5.22 5 3% T063 4.875 4.75 4.53 4.75 5.22 4.75 -3% T064 4.875 4.75 4.53 4.75 5.22 4.75 -3% T065 4.875 4.625 4.53 4.63 5.22 4.625 -5% T066 4.875 4.875 4.53 4.88 5.22 4.875 0% T067 4.875 5.25 4.53 5.25 5.22 5.25 8% U230 2.375 2 2.21 2.00 2.54 2 -16% U231 2.375 2 2.21 2.00 2.54 2 -16% U232 2.375 2 2.21 2.00 2.54 2 -16% U233 2.375 2 2.21 2.00 2.54 2 -16% U234 2.375 2.125 2.21 2.13 2.54 2.125 -11% U235 2.375 2.125 2.21 2.13 2.54 2.125 -11% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 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 U035A 4.625 4.625 4.30 4.63 4.95 4.625 0% U035B 4.625 5.25 4.30 5.25 4.95 5.25 14% U036A 4.625 5.125 4.30 5.13 4.95 5.125 11% U036B 4.625 5 4.30 5.00 4.95 5 8% U213 2.375 2 2.21 2.00 2.54 2 -16% U037 4.625 5.125 4.30 5.13 4.95 5.125 11% U038A 4.625 4.875 4.30 4.88 4.95 4.875 5% U038B 4.625 5.125 4.30 5.13 4.95 5.125 11% U039 4.625 4.75 4.30 4.75 4.95 4.75 3% U214 2.375 2.5 2.21 2.50 2.54 2.5 5% U040A 4.625 4.875 4.30 4.88 4.95 4.875 5% 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 4.30 5.00 4.95 5 8% U215 2.375 2 2.21 2.00 2.54 2 -16% U043 4.625 4.25 4.30 4.25 4.95 4.25 -8% U044A 4.625 5.75 4.30 5.75 4.95 5.75 24% U044B 4.625 5 4.30 5.00 4.95 5 8% U045 4.625 4.375 4.30 4.38 4.95 4.375 -5% U216 2.375 2 2.21 2.00 2.54 2 -16% U046A 4.625 5 4.30 5.00 4.95 5 8% U046B 4.625 4.875 4.30 4.88 4.95 4.875 5% U047 4.625 5.25 4.30 5.25 4.95 5.25 14% U217 2.375 2.375 2.21 2.38 2.54 2.375 0% U048A 4.625 5.125 4.30 5.13 4.95 5.125 11% U048B 4.625 5 4.30 5.00 4.95 5 8% U052A 2 1.875 1.86 1.88 2.14 1.875 -6% U052B 2 2.125 1.86 2.13 2.14 2.125 6% U052C 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% U054A 2 2 1.86 2.00 2.14 2 0% U054B 2 2 1.86 2.00 2.14 2 0% U054C 2 1.875 1.86 1.88 2.14 1.875 -6% U035 through U048, excluding U043 & U045, were spliced SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR. Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 7 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 U089 4.625 4.75 4.30 4.75 4.95 4.75 3% U090A 4.625 4.625 4.30 4.63 4.95 4.625 0% U090B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U091A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U091B 4.625 5.125 4.30 5.13 4.95 5.125 11% U092 4.625 4.75 4.30 4.75 4.95 4.75 3% U093A 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% U094A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U094B 4.625 4.75 4.30 4.75 4.95 4.75 3% U095 4.625 5 4.30 5.00 4.95 5 8% U096A 4.625 4.75 4.30 4.75 4.95 4.75 3% U096B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U097A 4.625 4.625 4.30 4.63 4.95 4.625 0% U097B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U098 4.625 4.625 4.30 4.63 4.95 4.625 0% U099A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U099B 4.625 4.75 4.30 4.75 4.95 4.75 3% U100A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U100B 4.625 4.625 4.30 4.63 4.95 4.625 0% U101 4.625 4.625 4.30 4.63 4.95 4.625 0% U102A 4.625 4.625 4.30 4.63 4.95 4.625 0% U102B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U103A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U103B 4.625 4.25 4.30 4.25 4.95 4.25 -8% U104 4.625 4.5 4.30 4.50 4.95 4.5 -3% U105 4.625 4.25 4.30 4.25 4.95 4.25 -8% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS 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 M014A 3.875 4 3.60 4.00 4.15 4 3% M014B 3.875 4 3.60 4.00 4.15 4 3% M014C 3.875 3.875 3.60 3.88 4.15 3.875 0% 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 4 3.60 4.00 4.15 4 3% M014G 3.875 4 3.60 4.00 4.15 4 3% M014H 3.875 4 3.60 4.00 4.15 4 3% M015A 3.875 41/8 3.60 4.13 4.15 4.125 6% M015B 3.875 4 3.60 4.00 4.15 4 3% 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 3.875 3.60 3.88 4.15 3.875 0% M015F 3.875 4 3.60 4.00 4.15 4 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% M016A 4.5 4.25 4.19 4.25 4.82 4.25 -6% M016B 4.5 4.625 4.19 4.63 4.82 4.625 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 4.5 4.19 4.50 4.82 4.5 0% M016F 4.5 4.25 4.19 4.25 4.82 4.25 -6% M016G 4.5 4.5 4.19 4.50 4.82 4.5 0% M016H 4.5 4.75 4.19 4.75 4.82 4.75 6% M0161 4.5 4.375 4.19 4.38 4.82 4.375 -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 4.19 5.00 4.82 5 11% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 9 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 M017A 4.5 4.375 4.19 4.38 4.82 4.375 -3% M017B 4.5 4.625 4.19 4.63 4.82 4.625 3% M017C 4.5 4.625 4.19 4.63 4.82 4.625 3% M017D 4.5 4.5 4.19 4.50 4.82 4.5 0% 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 4.375 4.19 4.38 4.82 4.375 -3% M017H 4.5 4.625 4.19 4.63 4.82 4.625 3% M0171 4.5 5 4.19 5.00 4.82 5 11% M017J 4.5 5 4.19 5.00 4.82 5 11% M014K 4.5 4.875 4.19 4.88 4.82 4.875 8% M017L 4.5 4.875 4.19 4.88 4.82 4.875 8% M018A 4.5 4.375 4.19 4.38 4.82 4.375 -3% M018B 4.5 4.875 4.19 4.88 4.82 4.875 8% M018C 4.5 4.75 4.19 4.75 4.82 4.75 6% M018D 4.5 4.75 4.19 4.75 4.82 4.75 6% M018E 4.5 4.875 4.19 4.88 4.82 4.875 8% M018F 4.5 4.875 4.19 4.88 4.82 4.875 8% M015G 4.5 4.625 4.19 4.63 4.82 4.625 3% M015H 4.5 4.625 4.19 4.63 4.82 4.625 3% M0151 4.5 4.625 4.19 4.63 4.82 4.625 3% M015J 4.5 5 4.19 5.00 4.82 5 11% M015K 4.5 4.875 4.19 4.88 4.82 4.875 8% M015L 4.5 4.875 4.19 4.88 4.82 4.875 8% M019A 4.5 4.625 4.19 4.63 4.82 4.625 3% M019B 4.5 4.5 4.19 4.50 4.82 4.5 0% M019C 4.5 4.5 4.19 4.50 4.82 4.5 0% M019D 4.5 4.5 4.19 4.50 4.82 4.5 0% M019E 4.5 4.5 4.19 4.50 4.82 4.5 0% M019F 4.5 4.5 4.19 4.50 4.82 4.5 0% M019G 4.5 4.5 4.19 4.50 4.82 4.5 0% M019H 4.5 4.625 4.19 4.63 4.82 4.625 3% M0191 4.5 4.75 4.19 4.75 4.82 4.75 6% M019J 4.5 4.5 4.19 4.50 4.82 4.5 0% M019K 4.5 4.5 4.19 4.50 4.82 4.5 0% M019L 4.5 5 4.19 5.00 4.82 5 11% SHEETTITLE: ELONGATION RECORDS Jack #1:MR567 JOB/LOCATION: Grapevine Main Phase I Jack #2: MR314 CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 4, Pour 13 Jack #2 PSI: 7000 DATE: 9/29/18 1 STRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 10 OF 10 Distribution Page Irerracon Report Number: 95181011.0475 Service Date: 09/29/18 2501 E Loop 820 N Report Date: 10/02/18 Fort Worth, TX 76118-6978 Task: Parking Garage 817-268-8600 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