1 00:00:07,530 --> 00:00:11,220 - Reinforced concrete inverted T bridge caps 2 00:00:11,220 --> 00:00:15,600 or IBCs are widely used in Texas bridges. 3 00:00:15,600 --> 00:00:18,780 They provide a way to increase vertical clearance while 4 00:00:18,780 --> 00:00:21,930 having a pleasing appearance for people on the road. 5 00:00:21,930 --> 00:00:25,530 In cases where two roads are not aligned perpendicularly, 6 00:00:25,530 --> 00:00:29,340 IBCs may be skewed, creating a torsion effect. 7 00:00:29,340 --> 00:00:32,160 That could lead to cracking and future costs 8 00:00:32,160 --> 00:00:34,200 to repair any damage. 9 00:00:34,200 --> 00:00:36,420 The Texas Department of Transportation, 10 00:00:36,420 --> 00:00:38,700 working with the University of Houston, 11 00:00:38,700 --> 00:00:41,760 ran tests to explore if the skewed arrangement 12 00:00:41,760 --> 00:00:45,060 of transverse reinforcements leads to weakening 13 00:00:45,060 --> 00:00:48,540 or changing the performance of ITBCs. 14 00:00:48,540 --> 00:00:52,170 - Traditional design, the transverse reinforcement, 15 00:00:52,170 --> 00:00:56,373 is perpendicular to the access of the banker, 16 00:00:57,870 --> 00:01:02,870 but we have problems if we have skew banker. 17 00:01:04,260 --> 00:01:08,010 How do we design this region? 18 00:01:08,010 --> 00:01:11,280 - If we were to skew all the transverse reinforcing 19 00:01:11,280 --> 00:01:14,400 or stirrups to match the bridge skew, 20 00:01:14,400 --> 00:01:16,650 the designer could detail one bar type 21 00:01:16,650 --> 00:01:18,300 and simplify construction, 22 00:01:18,300 --> 00:01:20,520 and also help maintain a consistent spacing 23 00:01:20,520 --> 00:01:22,050 along the length of the cap. 24 00:01:22,050 --> 00:01:25,200 Astro did not provide any design guidance for this approach, 25 00:01:25,200 --> 00:01:27,390 which led us to this research project. 26 00:01:27,390 --> 00:01:32,390 - We did our lab test first, perform structure testing 27 00:01:32,940 --> 00:01:36,240 to see what's the structure performance. 28 00:01:36,240 --> 00:01:41,240 Well, we found skew reinforcing the structure performance 29 00:01:41,490 --> 00:01:44,910 is even better than traditional design. 30 00:01:44,910 --> 00:01:49,350 Therefore, text suggested to do implementation, 31 00:01:49,350 --> 00:01:51,870 and then we work on a real bridge. 32 00:01:51,870 --> 00:01:53,550 - Finally, we implemented the new design 33 00:01:53,550 --> 00:01:55,440 on one of our new bridges. 34 00:01:55,440 --> 00:01:58,140 The team installed structural monitoring sensors 35 00:01:58,140 --> 00:02:01,440 and conducted a full-scale load test on our new bridge. 36 00:02:01,440 --> 00:02:04,680 - Now, we proposed the skew reinforcement 37 00:02:04,680 --> 00:02:06,570 that has simplified the design 38 00:02:06,570 --> 00:02:10,230 and also make the construction easier. 39 00:02:10,230 --> 00:02:12,720 That will make the project leaner, 40 00:02:12,720 --> 00:02:17,580 project become cost effective and time saving. 41 00:02:17,580 --> 00:02:20,970 - By skewing the stirrups along the inverted T cap, 42 00:02:20,970 --> 00:02:24,090 if we result in faster construction 43 00:02:24,090 --> 00:02:28,170 and we have less chance of having cracking in the caps, 44 00:02:28,170 --> 00:02:30,390 the traveling public will be impacted less 45 00:02:30,390 --> 00:02:32,880 as we can build the bridge faster 46 00:02:32,880 --> 00:02:35,400 and we don't have to go back out there 47 00:02:35,400 --> 00:02:37,380 and possibly repair the bridge 48 00:02:37,380 --> 00:02:39,090 because of cracks in the future. 49 00:02:39,090 --> 00:02:41,370 Long term, the cap is more resilient 50 00:02:41,370 --> 00:02:43,620 to cracking under our service loads. 51 00:02:43,620 --> 00:02:45,900 This equates to longer lasting bridges, 52 00:02:45,900 --> 00:02:47,790 which is a win for everybody. 53 00:02:47,790 --> 00:02:49,050 - For more information 54 00:02:49,050 --> 00:02:52,080 and to find the publications for this project, 55 00:02:52,080 --> 00:02:54,720 please visit the Tex.Research Library 56 00:02:54,720 --> 00:02:56,433 at the link shown below.