1 00:00:00,560 --> 00:00:03,039 (logo whooshing) 2 00:00:03,039 --> 00:00:06,539 (gentle foreboding music) 3 00:00:09,210 --> 00:00:10,590 - [Narrator] Crash tests were performed 4 00:00:10,590 --> 00:00:12,910 on a new guardrail system that was designed 5 00:00:12,910 --> 00:00:14,627 to solve a specific problem. 6 00:00:14,627 --> 00:00:16,010 (truck crashes) 7 00:00:16,010 --> 00:00:17,820 TxDOT wanted researchers to see 8 00:00:17,820 --> 00:00:21,000 if a lightweight guardrail system could be developed 9 00:00:21,000 --> 00:00:23,940 that would meet new testing standards. 10 00:00:23,940 --> 00:00:25,860 - Ultimately, we were trying to prevent 11 00:00:25,860 --> 00:00:29,610 or reduce cross-median crashes. 12 00:00:29,610 --> 00:00:32,050 - Whenever you have two opposing lanes of traffic 13 00:00:32,050 --> 00:00:33,840 that are close to one another, 14 00:00:33,840 --> 00:00:36,370 it's always a good practice to have a barrier 15 00:00:36,370 --> 00:00:38,280 installed between them. 16 00:00:38,280 --> 00:00:40,800 That prevents traffic from one side, 17 00:00:40,800 --> 00:00:43,350 somebody from one side to accidentally 18 00:00:43,350 --> 00:00:45,370 come into the opposing lane of traffic 19 00:00:45,370 --> 00:00:47,720 and result in a head-on crash, 20 00:00:47,720 --> 00:00:52,110 and these are crossover crashes, and they're usually fatal. 21 00:00:52,110 --> 00:00:55,720 - We have a concrete barrier 22 00:00:55,720 --> 00:00:58,050 that does that, but we have some bridges 23 00:00:58,050 --> 00:01:00,270 that can't support the weight of a concrete barrier 24 00:01:00,270 --> 00:01:04,470 and this rail, this median rail will be lightweight 25 00:01:04,470 --> 00:01:06,840 and prevent the cross-median crashes. 26 00:01:06,840 --> 00:01:10,210 - [Nauman] We looked at the existing metal guardrail systems 27 00:01:10,210 --> 00:01:12,820 and we kind of used as much of the design 28 00:01:12,820 --> 00:01:16,750 as there is already and then adapted it for use 29 00:01:16,750 --> 00:01:19,100 on top of the surface. 30 00:01:19,100 --> 00:01:23,420 In our design, we had a rail system 31 00:01:23,420 --> 00:01:25,650 that's also supported by posts, 32 00:01:25,650 --> 00:01:29,830 but these posts are now just bolted onto the concrete. 33 00:01:29,830 --> 00:01:34,830 A key design aspect for this system 34 00:01:35,230 --> 00:01:39,710 was to look at how the post detaches 35 00:01:39,710 --> 00:01:43,780 or deforms where it is attached 36 00:01:43,780 --> 00:01:45,210 to the concrete. 37 00:01:45,210 --> 00:01:47,960 It is important to have the right release 38 00:01:47,960 --> 00:01:51,920 of that post or right defamation of that post, 39 00:01:51,920 --> 00:01:56,130 if it deforms too quick, if the connection is too weak, 40 00:01:56,130 --> 00:01:58,580 then your whole guardrail will be very weak 41 00:01:58,580 --> 00:02:01,560 and it might not actually prevent the vehicle 42 00:02:01,560 --> 00:02:04,660 from breaching and going to the opposing lanes. 43 00:02:04,660 --> 00:02:07,732 And at the same time, if that connection is too stiff 44 00:02:07,732 --> 00:02:10,580 or doesn't release quickly, 45 00:02:10,580 --> 00:02:13,027 then you would have a very stiff system, 46 00:02:13,027 --> 00:02:16,010 and that can lead to the vehicle kind of snagging 47 00:02:16,010 --> 00:02:19,210 onto the barrier, resulting in a rollover, 48 00:02:19,210 --> 00:02:22,210 or it may just cause rupture to the rail 49 00:02:22,210 --> 00:02:23,710 or something like that. 50 00:02:23,710 --> 00:02:27,610 - [Christopher] We tested to MASH Test Level 3. 51 00:02:27,610 --> 00:02:29,840 So, we tested a small car and a pickup truck 52 00:02:29,840 --> 00:02:33,340 on the median rail, both passed with flying colors, 53 00:02:33,340 --> 00:02:35,310 it looked really good. 54 00:02:35,310 --> 00:02:37,180 - [Nauman] We expect this design 55 00:02:37,180 --> 00:02:40,390 to be more cost effective than concrete barriers, 56 00:02:40,390 --> 00:02:42,659 and at the same time it's going to be much lighter 57 00:02:42,659 --> 00:02:45,530 than a concrete barrier, so it can be used 58 00:02:45,530 --> 00:02:49,930 on top of bridges and also on concrete pavements. 59 00:02:49,930 --> 00:02:51,000 - [Narrator] For more information 60 00:02:51,000 --> 00:02:53,540 and to find the publications for this project, 61 00:02:53,540 --> 00:02:56,430 please visit the TxDOT research library 62 00:02:56,430 --> 00:02:57,753 at the link shown below.