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HomeMy WebLinkAboutTerracon - 12/4/2018 (2)POST -TENSION STRESSING REPORT Report Number: 95181011.0567 Irerracon Service Date: 11/30/18 2501 E Loop 820 N Report Date: 12/04/18 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 6, Pour 22 & Level 6 Upturn Beams. Please note that tendons highlighted in yellow are outside of the tolerance of +/- 7%. Also, waiting on RFI from Structural Engineer for tendons highlighted in green. 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. sC0001, 10-16-13, Rev.10 Page 1 of I MEASURED ELONGATION TENDON MARK Req Force ELONG (psi or (in.) Kips) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS M007A 13 143/4 121/8 146/8 137/8 143/4 13% M007B 13 145/8 121/8 145/8 137/8 145/8 13% M007C 13 141/2 121/8 144/8 137/8 141/2 12% M007D 13 151/8 121/8 151/8 137/8 151/8 16% M007E 13 151/4 121/8 152/8 137/8 151/4 17% M007F 13 15 121/8 15 137/8 15 15% ET073 0 5 0 5 #DIV/0! T074 0 5 0 5 0 5 #DIV/0! 075 478 0 478 0 478 j #DIVO! U055A 13/4 13/4 15/8 16/8 17/8 13/4 0% U055B 13/4 17/8 15/8 17/8 17/8 17/8 7% U056 13/4 17/8 15/8 17/8 17/8 17/8 7% U057A 13/4 13/4 15/8 16/8 17/8 13/4 0% U057B 13/4 17/8 15/8 17/8 17/8 17/8 7% T076 6 63/8 55/8 63/8 63/8 63/8 6% T077 6 63/8 55/8 63/8 63/8 63/8 6% T078 6 61/4 55/8 62/8 63/8 61/4 4% T071 14 141/4 13 142/8 15 141/4 2% T072 14 143/4 13 146/8 15 143/4 5% CT073 CT074 0 4 7/ 51/2 0 0 47/8 54/8 0 4 7/8 51/2 #DIV/0! #DIV/0! CT075 0 51/8 0 51/8 0 51/8 #DIV/0! U079A 11/2 11/2 13/8 14/8 15/8 11/2 0% U079B 11/2 15/8 13/8 15/8 15/8 15/8 8% U080A 11/2 13/8 13/8 13/8 15/8 13/8 -8% U080B 11/2 11/2 13/8 14/8 15/8 11/2 0% WT073 0 5 5 4DIV/0! WT074 0 43/4 0 46/8 0 43/4 #DIV/0! WT075 0 4 7/ 0 4 7/8 0 #DIV/0! T068 7 7 64/8 7 74/8 7 0% T069 7 71/4 64/8 72/8 74/8 71/4 4% T070 1 7 71/4 64/8 72/8 74/8 71/4 4% T073, T074 & T075 are labeled E for East Section, C for Center & W for West. Need RFI. Need M021 M007 Beams verification 13" elongation for M020, SHEET TITLE: ELONGATION RECORDS Jack#1: MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 6, Pour 22 & Level 6 Upturn Beams Jack #2 PSI: DATE: 11/30/18 1 ISTRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 1 of 5 MEASURED ELONGATION TENDON MARK Req Force ELONG (psi or in. Kips) End 1 End 2 (in.) (in.) -7% Total Recorded in. Restress (psi or 7% kis TOTAL (in.) % (+/-) REMARKS U105 35/8 31/2 33/8 34/8 37/8 31/2 -3% U252 35/8 31/2 33/8 34/8 1 37/8 31/2 1 -3% U104 35/8 31/2 33/8 34/8 37/8 31/2 -3% U103B 35/8 35/8 33/8 35/8 37/8 35/8 0% U 103A 35/8 31/2 33/8 34/8 37/8 31/2 -3% U251 35/8 33/8 33/8 33/8 37/8 33/8 -7% U102B 35/8 35/8 33/8 35/8 37/8 35/8 0% U 102A 35/8 33/4 33/8 36/8 37/8 33/4 3% U101 35/8 33/4 33/8 36/8 37/8 33/4 3% U250 35/8 35/8 33/8 35/8 37/8 35/8 0% U100B 35/8 31/2 33/8 34/8 37/8 31/2 -3% U 100A 35/8 33/8 33/8 33/8 37/8 33/8 -7% U099B 35/8 35/8 33/8 35/8 37/8 35/8 0% U099A 35/8 35/8 33/8 35/8 37/8 35/8 0% U249 35/8 35/8 33/8 35/8 37/8 35/8 0% U098 35/8 33/4 33/8 36/8 37/8 33/4 3% U097B 35/8 33/4 33/8 36/8 37/8 33/4 3% U097A 35/8 33/4 33/8 36/8 37/8 33/4 3% U248 35/8 31/2 33/8 34/8 37/8 31/2 -3% U096B 35/8 35/8 33/8 35/8 37/8 35/8 0% U096A 35/8 35/8 33/8 35/8 37/8 35/8 0% U095 35/8 33/4 33/8 36/8 37/8 33/4 3% U247 35/8 31/2 33/8 34/8 37/8 31/2 -3% U094B 35/8 33/4 33/8 36/8 37/8 33/4 3% U094A 35/8 33/4 33/8 36/8 37/8 33/4 3% U093B 35/8 33/4 33/8 36/8 37/8 33/4 3% U093A 35/8 33/4 33/8 36/8 37/8 33/4 3% U246 35/8 35/8 33/8 35/8 37/8 35/8 0% U092 35/8 35/8 33/8 35/8 37/8 35/8 0% U091B 35/8 35/8 33/8 35/8 37/8 35/8 0% U091A 35/8 35/8 33/8 35/8 37/8 35/8 0% U245 35/8 35/8 33/8 35/8 37/8 35/8 0% U090B 35/8 35/8 33/8 35/8 37/8 35/8 0% U090A 35/8 33/4 33/8 36/8 37/8 33/4 3% U089 3 5/8 33/4 3 3/8 3 6/8 3 7/8 33/4 3% SHEET TITLE: ELONGATION RECORDS Jack#1: MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 6, Pour 22 & Level 6 Upturn Beams Jack #2 PSI: DATE: 11/30/18 1 ISTRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 2 of 5 MEASURED ELONGATION TENDON MARK Req Force ELONG (psi or in. Kips) End 1 (in.) End 2 (in.) -7% Total Recorded in. Restress (psi or 7% kis TOTAL (in.) % (+/-) REMARKS U244 35/8 33/4 33/8 36/8 37/8 33/4 3% U088B 31/4 31/2 3 34/8 1 34/8 31/2 1 8% U088A 31/4 31/8 3 31/8 34/8 31/8 -4% U087C 31/4 31/8 3 31/8 34/8 31/8 -4% U087B 31/4 31/4 3 32/8 34/8 31/4 0% U087A 31/4 31/4 3 32/8 34/8 31/4 0% U086B 31/4 31/2 3 34/8 34/8 31/2 8% U086A 31/4 33/8 3 33/8 34/8 33/8 4% U085B 31/4 31/4 3 32/8 34/8 31/4 0% U085A 31/4 35/8 3 35/8 34/8 35/8 12% U084C 31/4 31/4 3 32/8 34/8 31/4 0% U084B 31/4 35/8 3 35/8 34/8 35/8 12% U084A 31/4 35/8 3 35/8 34/8 35/8 12% U083B 31/4 31/4 3 32/8 34/8 31/4 0% U083A 31/4 31/2 3 34/8 34/8 31/2 8% U082B 31/4 31/4 3 32/8 34/8 31/4 0% U082A 31/4 31/4 3 32/8 34/8 31/4 0% U081C 33/8 31/4 31/8 32/8 35/8 31/4 -4% U081B 33/8 31/2 31/8 34/8 35/8 31/2 4% U081A 33/8 33/8 31/8 33/8 35/8 33/8 0% U078C 33/8 31/2 31/8 34/8 35/8 31/2 4% U078B 33/8 31/2 31/8 34/8 35/8 31/2 4% U078A 33/8 31/2 31/8 34/8 35/8 31/2 4% U077B 31/4 31/4 3 32/8 34/8 31/4 0% U077A 31/4 31/2 3 34/8 34/8 31/2 8% U076B 31/4 31/2 3 34/8 34/8 31/2 8% U076A 31/4 31/2 3 34/8 34/8 31/2 8% U075C 31/4 33/8 3 33/8 34/8 33/8 4% U075B 31/4 31/2 3 34/8 34/8 31/2 8% U075A 31/4 31/4 3 32/8 34/8 31/4 0% U074B 31/4 33/8 3 33/8 34/8 33/8 4% U074A 31/4 33/8 3 33/8 34/8 33/8 4% U073B 31/4 31/4 3 32/8 34/8 31/4 0% U073A 31/4 33/8 3 33/8 34/8 33/8 4% SHEETTITLE: ELONGATION RECORDS Jack#1: MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 6, Pour 22 & Level 6 Upturn Beams Jack #2 PSI: DATE: 11/30/18 1 ISTRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 3 of 5 MEASURED ELONGATION TENDON MARK Req Force ELONG (psi or (in.) Kips) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS U072C 31/4 31/2 3 34/8 34/8 31/2 8% U072B 31/4 31/2 3 34/8 34/8 31/2 1 8% U072A 31/4 33/8 3 33/8 34/8 33/8 4% U071B 31/4 31/2 3 34/8 34/8 31/2 8% U071A 31/4 33/8 3 33/8 34/8 33/8 4% U243 35/8 35/8 33/8 35/8 37/8 35/8 0% U070 35/8 35/8 33/8 35/8 37/8 35/8 0% U069B 35/8 33/4 33/8 36/8 37/8 33/4 3% U069A 35/8 31/2 33/8 34/8 37/8 31/2 -3% U242 35/8 33/4 33/8 36/8 37/8 33/4 3% U068 35/8 41/8 33/8 41/8 37/8 41/8 14% U067B 35/8 35/8 33/8 35/8 37/8 35/8 0% U067A 35/8 33/4 33/8 36/8 37/8 33/4 3% U241 35/8 33/4 33/8 36/8 37/8 33/4 3% U066B 35/8 35/8 33/8 35/8 37/8 35/8 0% U066A 35/8 35/8 33/8 35/8 37/8 35/8 0% U065B 35/8 33/4 33/8 36/8 37/8 33/4 3% U065A 35/8 33/4 33/8 36/8 37/8 33/4 3% U240 35/8 35/8 33/8 35/8 37/8 35/8 0% U064 35/8 33/4 33/8 36/8 37/8 33/4 3% U239 35/8 33/4 33/8 36/8 37/8 33/4 3% U063B 35/8 37/8 33/8 37/8 37/8 37/8 7% OU63A 35/8 33/4 33/8 36/8 37/8 33/4 3% U062B 35/8 33/4 33/8 36/8 37/8 33/4 3% U062A 35/8 35/8 33/8 35/8 37/8 35/8 0% U238 35/8 35/8 33/8 35/8 37/8 35/8 0% U061B 35/8 37/8 33/8 37/8 37/8 37/8 7% U061A 35/8 33/4 33/8 36/8 37/8 33/4 3% U237 35/8 31/2 33/8 34/8 37/8 31/2 -3% U060 35/8 4 33/8 4 37/8 4 10% U059B 35/8 35/8 33/8 35/8 37/8 35/8 0% U059A 35/8 33/8 33/8 33/8 37/8 33/8 -7% U236 35/8 33/4 33/8 36/8 37/8 33/4 3% U058B 35/8 33/8 33/8 33/8 37/8 33/8 -7% U058A 3 5/8 33/4 3 3/8 3 6/8 3 7/8 33/4 3% SHEET TITLE: ELONGATION RECORDS Jack#1: MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 6, Pour 22 & Level 6 Upturn Beams Jack #2 PSI: DATE: 11/30/18 1 ISTRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 4 of 5 MEASURED ELONGATION TENDON MARK Req Force ELONG (psi or (in.) Kips) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS M020A 13 147/8 121/8 147/8 137/8 147/8 14% M020B 13 147/8 121/8 147/8 137/8 147/8 14% M020C 13 147/8 121/8 147/8 137/8 147/8 14% M020D 13 141/4 121/8 142/8 137/8 141/4 10% M020E 13 14 121/8 14 137/8 14 8% M020F 13 14 121/8 14 137/8 14 8% M020G 13 151/4 121/8 152/8 137/8 151/4 17% M020H 13 15 121/8 15 137/8 15 15% M0201 13 143/4 121/8 146/8 137/8 143/4 13% M020J 13 161/4 121/8 162/8 137/8 161/4 25% M020K 13 15 121/8 15 137/8 15 15% M020L 13 143/8 121/8 143/8 137/8 143/8 11% M020M 13 153/8 121/8 153/8 137/8 153/8 18% M021A 13 153/8 121/8 153/8 137/8 153/8 18% M021B 13 141/8 121/8 141/8 137/8 141/8 9% M021C 13 153/8 121/8 153/8 137/8 153/8 18% M021D 13 155/8 121/8 155/8 137/8 155/8 20% M021E 13 147/8 121/8 147/8 137/8 147/8 14% M021F 13 131/2 121/8 134/8 137/8 131/2 4% M021G 13 153/8 121/8 153/8 137/8 153/8 18% M021H 13 151/2 121/8 154/8 137/8 151/2 19% M0211 13 153/8 121/8 153/8 137/8 153/8 18% M021J 13 155/8 121/8 155/8 137/8 155/8 20% M021K 13 155/8 121/8 155/8 137/8 155/8 20% M021L 13 151/8 121/8 151/8 137/8 151/8 16% SHEETTITLE: ELONGATION RECORDS Jack#1: MR314 JOB/LOCATION: Grapevine Main Phase I Jack #2: CONTRACTOR: Manhattan Jack #1 PSI: 7000 LEVEL/POUR: Level 6, Pour 22 & Level 6 Upturn Beams Jack #2 PSI: DATE: 11/30/18 1 ISTRESS BY: K&A Rebar IVERIFIED BY: Adam Wood PAGE 5 of 5 Distribution Paae Report Number: 95181011.0567 Service Date: 11/30/18 Report Date: 12/04/18 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