1 00:00:00,000 --> 00:00:03,000 (suspenseful music) 2 00:00:09,150 --> 00:00:11,380 - [Narrator] With the largest inventory of bridges 3 00:00:11,380 --> 00:00:14,650 in the nation, making sure they are properly maintained 4 00:00:14,650 --> 00:00:18,100 and rehabilitated when needed is a time consuming 5 00:00:18,100 --> 00:00:19,470 and expensive endeavor. 6 00:00:19,470 --> 00:00:22,980 But thanks to researchers from the University of Texas 7 00:00:22,980 --> 00:00:26,250 at San Antonio, a new and innovative system 8 00:00:26,250 --> 00:00:30,030 has been developed that utilizes highly sensitive cameras 9 00:00:30,030 --> 00:00:32,410 and specialized software. 10 00:00:32,410 --> 00:00:35,392 - [Biniam] The primary objective of this research 11 00:00:35,392 --> 00:00:39,900 is to develop a digital image correlation system 12 00:00:39,900 --> 00:00:43,400 to extract bridge deformation data. 13 00:00:43,400 --> 00:00:45,580 When we say bridge deformation data 14 00:00:45,580 --> 00:00:49,270 primarily is strength and deflection 15 00:00:49,270 --> 00:00:51,832 for assessment of bridge load rating. 16 00:00:51,832 --> 00:00:56,750 - DIC technology is a technology that uses digital images 17 00:00:56,750 --> 00:01:00,500 and finds objects in those digital images automatically. 18 00:01:00,500 --> 00:01:03,240 We take pictures from two cameras and those two cameras 19 00:01:03,240 --> 00:01:07,033 we find the same target on a bridge using those cameras. 20 00:01:07,880 --> 00:01:09,790 And then from there we locate them 21 00:01:09,790 --> 00:01:11,130 in three dimensional space 22 00:01:11,130 --> 00:01:13,750 and that gives us bridge deformations. 23 00:01:13,750 --> 00:01:16,210 If we know that the deformations we can back calculate 24 00:01:16,210 --> 00:01:18,260 the forces in the structure 25 00:01:18,260 --> 00:01:20,290 and figure out how much capacity it can take. 26 00:01:20,290 --> 00:01:24,660 - Part of the objective was to figure out long term 27 00:01:24,660 --> 00:01:29,220 monitoring of bridges upon some sort of damage 28 00:01:29,220 --> 00:01:31,830 or crack progression. 29 00:01:31,830 --> 00:01:34,740 So traditionally we relied on consultants 30 00:01:34,740 --> 00:01:36,410 to do those load testing for us. 31 00:01:36,410 --> 00:01:39,920 Now that we have this system, future load testings 32 00:01:39,920 --> 00:01:42,870 for the most part, I see them being done in house. 33 00:01:42,870 --> 00:01:46,800 - Before the system, TxDOT would have to go in 34 00:01:46,800 --> 00:01:50,270 and attach instruments on bridges and it's not an easy thing 35 00:01:50,270 --> 00:01:53,620 especially if the bridge is over a creek or over a road 36 00:01:53,620 --> 00:01:55,260 you have to put scaffolding, get up there 37 00:01:55,260 --> 00:01:57,540 attach these instruments to measure deformations, 38 00:01:57,540 --> 00:01:58,570 it can take several days. 39 00:01:58,570 --> 00:02:01,650 But now with the DIC system we can do it in the morning 40 00:02:01,650 --> 00:02:03,010 in half a day you could get up there 41 00:02:03,010 --> 00:02:04,120 and set up the cameras. 42 00:02:04,120 --> 00:02:06,130 - [Biniam] This digital image correlation system 43 00:02:06,130 --> 00:02:09,910 is a useful additional tool in the toolbox for us. 44 00:02:09,910 --> 00:02:12,150 And the researchers have provided all the 45 00:02:12,150 --> 00:02:15,060 necessary tools to TxDOT personnel 46 00:02:15,060 --> 00:02:18,530 you know, you don't have to go through processing a contract 47 00:02:18,530 --> 00:02:19,870 or court authorization 48 00:02:19,870 --> 00:02:22,540 if you have the instrument at hand, you can go out 49 00:02:22,540 --> 00:02:24,740 and make some measurements yourself and quickly 50 00:02:24,740 --> 00:02:27,550 you can determine whether or not your bridge 51 00:02:27,550 --> 00:02:29,700 have the capacity that you want it to have. 52 00:02:29,700 --> 00:02:32,040 So it makes the process much easier 53 00:02:32,040 --> 00:02:35,290 for us now that we have this instrument at hand. 54 00:02:35,290 --> 00:02:37,320 - The next steps is looking at other applications. 55 00:02:37,320 --> 00:02:41,230 So this was calibrated and set up for a bridge test 56 00:02:42,190 --> 00:02:45,190 but you can use it to do many other things. 57 00:02:45,190 --> 00:02:48,840 You can look at long term movement of certain bridges, 58 00:02:48,840 --> 00:02:51,040 rapid detection of damage after let's say 59 00:02:51,040 --> 00:02:52,070 a hurricane or floods. 60 00:02:52,070 --> 00:02:53,290 You can go in with the cameras 61 00:02:53,290 --> 00:02:57,019 and very quickly assess where things stand. 62 00:02:57,019 --> 00:02:59,227 - For more information, and to find the publications 63 00:02:59,227 --> 00:03:03,440 for this project, please visit the TxDOT Research Library 64 00:03:03,440 --> 00:03:04,973 at the link shown below.