1 00:00:00,315 --> 00:00:05,315 (dynamic music) (logo whooshing) 2 00:00:07,380 --> 00:00:10,050 - [Narrator] Sometimes, interventions intended to make 3 00:00:10,050 --> 00:00:12,210 bridges safer and passable, 4 00:00:12,210 --> 00:00:15,150 like the use of deicing chemicals in the winter, 5 00:00:15,150 --> 00:00:17,580 can contribute to increased corrosion 6 00:00:17,580 --> 00:00:20,220 of bridge structural components. 7 00:00:20,220 --> 00:00:22,440 The Center for Transportation Research 8 00:00:22,440 --> 00:00:25,200 at the University of Texas in Austin 9 00:00:25,200 --> 00:00:26,910 assessed the use of integral 10 00:00:26,910 --> 00:00:29,040 and semi-integral bridge abutments, 11 00:00:29,040 --> 00:00:30,930 which are popular nationwide, 12 00:00:30,930 --> 00:00:33,360 due to the reduced installation time, 13 00:00:33,360 --> 00:00:35,640 and the reported decreased maintenance 14 00:00:35,640 --> 00:00:37,980 and repair costs associated with 15 00:00:37,980 --> 00:00:40,830 bridge deck joints and bearings. 16 00:00:40,830 --> 00:00:44,010 - The conventional bridges have joints. 17 00:00:44,010 --> 00:00:47,850 These joints are very expensive to maintain. 18 00:00:47,850 --> 00:00:51,753 And they are particularly problematic when we use deicing. 19 00:00:52,710 --> 00:00:55,500 And this causes significant deterioration, 20 00:00:55,500 --> 00:00:57,660 and maintenance problems. 21 00:00:57,660 --> 00:01:02,460 So, one solution is, let's get rid of the joints. 22 00:01:02,460 --> 00:01:05,954 So that's what this project does. 23 00:01:05,954 --> 00:01:10,380 It essentially evaluates a type of bridge 24 00:01:10,380 --> 00:01:13,080 that is very good for maintenance purposes, 25 00:01:13,080 --> 00:01:18,080 no joints, but this has geotechnical implications 26 00:01:18,510 --> 00:01:20,040 that we need to take care of. 27 00:01:20,040 --> 00:01:22,530 - The research is in two parts. 28 00:01:22,530 --> 00:01:25,590 The first part was done in the laboratory. 29 00:01:25,590 --> 00:01:30,030 It was done at the University of Texas Austin 30 00:01:30,030 --> 00:01:34,620 Research Laboratory, where we had to do the mini scale 31 00:01:34,620 --> 00:01:37,620 of the bridge to test all the parameters. 32 00:01:37,620 --> 00:01:39,840 And upon completion of that, 33 00:01:39,840 --> 00:01:43,290 those parameters were implemented on an actual bridge 34 00:01:43,290 --> 00:01:46,860 to evaluate and to see how things 35 00:01:46,860 --> 00:01:48,900 that were done in the laboratory, 36 00:01:48,900 --> 00:01:52,230 how they perform on the real-life bridge project. 37 00:01:52,230 --> 00:01:55,080 - TxDOT constructed semi integral bridges. 38 00:01:55,080 --> 00:01:57,990 These were in Wichita Falls. 39 00:01:57,990 --> 00:02:00,750 Essentially, there were many instruments 40 00:02:00,750 --> 00:02:04,620 and sensors placed in these different components 41 00:02:04,620 --> 00:02:07,950 of the bridge, in the bridge deck, in the bridge abutment, 42 00:02:07,950 --> 00:02:11,280 in the foundation that there were drill shafts. 43 00:02:11,280 --> 00:02:12,930 So they were all instrumented. 44 00:02:12,930 --> 00:02:15,960 And we're able to track versus time 45 00:02:15,960 --> 00:02:17,520 and changes in temperature, 46 00:02:17,520 --> 00:02:18,990 what are the lateral movements? 47 00:02:18,990 --> 00:02:21,720 What are the forces or stresses 48 00:02:21,720 --> 00:02:23,400 acting on the different components? 49 00:02:23,400 --> 00:02:25,137 What are the strains? 50 00:02:25,137 --> 00:02:29,877 And we have long records, a huge volume of data 51 00:02:29,877 --> 00:02:33,660 on how the different components of semi-integral bridges 52 00:02:33,660 --> 00:02:35,880 behave with the passage of time, 53 00:02:35,880 --> 00:02:37,680 and with the changes in temperature 54 00:02:37,680 --> 00:02:39,660 - [Niyi] Based on the research outcomes, 55 00:02:39,660 --> 00:02:44,660 we found that this research can solve major problem 56 00:02:45,240 --> 00:02:50,130 due to corrosion that deteriorated the bridge faster, 57 00:02:50,130 --> 00:02:54,750 and can also reduce the cost of maintenance. 58 00:02:54,750 --> 00:02:57,630 - In this case, there were very good reasons, 59 00:02:57,630 --> 00:03:01,260 particularly where the climate is comparatively colder, 60 00:03:01,260 --> 00:03:03,240 to get rid of those joints. 61 00:03:03,240 --> 00:03:06,240 That will decrease potentially significantly 62 00:03:06,240 --> 00:03:07,710 maintenance costs. 63 00:03:07,710 --> 00:03:10,710 This project made that possible. 64 00:03:10,710 --> 00:03:15,710 It gave us the design parameters, the loads, the performance 65 00:03:16,710 --> 00:03:20,130 that we need to know about this new technology 66 00:03:20,130 --> 00:03:22,920 in order for us to optimize the design 67 00:03:22,920 --> 00:03:24,150 of the future bridges. 68 00:03:24,150 --> 00:03:26,010 And this is being built right now 69 00:03:26,010 --> 00:03:28,860 in several districts in Texas. 70 00:03:28,860 --> 00:03:30,150 - [Narrator] For more information, 71 00:03:30,150 --> 00:03:33,150 and to find the publications for this project, 72 00:03:33,150 --> 00:03:35,820 please visit the TxDOT Research Library 73 00:03:35,820 --> 00:03:37,563 at the link shown below.