1 00:00:00,126 --> 00:00:03,626 (soft instrumental intro) 2 00:00:07,500 --> 00:00:09,930 - [Presenter] When the Texas Department of Transportation 3 00:00:09,930 --> 00:00:13,770 builds a roadway, it always strives to balance mobility 4 00:00:13,770 --> 00:00:17,490 and safety during design and maintenance of the facility, 5 00:00:17,490 --> 00:00:20,910 but as populations and road use change over time, 6 00:00:20,910 --> 00:00:24,210 that initial design, whether it's the lane configuration 7 00:00:24,210 --> 00:00:27,120 or the cross sections, often needs to change 8 00:00:27,120 --> 00:00:29,550 in order to better accommodate traffic. 9 00:00:29,550 --> 00:00:33,360 Researchers with the Texas A&M Transportation Institute 10 00:00:33,360 --> 00:00:37,260 recently completed a project working with TxDOT Districts 11 00:00:37,260 --> 00:00:40,650 to update the state's roadway cross sections guidance 12 00:00:40,650 --> 00:00:44,700 for the department's Roadway Design Manual revisions. 13 00:00:44,700 --> 00:00:49,170 - TxDOT has long been looking for a way to best utilize 14 00:00:49,170 --> 00:00:51,360 the pavement and the right of way that they have 15 00:00:51,360 --> 00:00:55,110 on the roadways and as traffic volumes change, 16 00:00:55,110 --> 00:00:57,840 the idea is do we have enough lanes and the right type 17 00:00:57,840 --> 00:01:01,320 of lanes that best meet the needs for that roadway? 18 00:01:01,320 --> 00:01:04,140 - So, most of the research was done just using data, 19 00:01:04,140 --> 00:01:07,980 crash data in ADT information and looking at 20 00:01:07,980 --> 00:01:10,980 maybe some before and after data on some roads 21 00:01:10,980 --> 00:01:12,900 that had undergone some conversions 22 00:01:12,900 --> 00:01:14,760 to see what happened after. 23 00:01:14,760 --> 00:01:18,660 - It was primarily a review of existing guidance, 24 00:01:18,660 --> 00:01:23,490 research findings and conclusions, not only from research 25 00:01:23,490 --> 00:01:26,168 that was done here in the state by TTI and others, 26 00:01:26,168 --> 00:01:28,020 but elsewhere across the state 27 00:01:28,020 --> 00:01:30,690 and even some international guidance. 28 00:01:30,690 --> 00:01:32,850 - So, the real benefit of the research has given 29 00:01:32,850 --> 00:01:36,000 the department a better way to balance safety and mobility. 30 00:01:36,000 --> 00:01:38,070 So, you would think instinctively you always need 31 00:01:38,070 --> 00:01:40,950 more lanes out there, but sometimes by reducing lanes 32 00:01:40,950 --> 00:01:43,620 or adding a two-way left turn lane in lieu of maybe 33 00:01:43,620 --> 00:01:45,690 two through lanes can provide some additional 34 00:01:45,690 --> 00:01:47,335 safety benefits and that safety benefit 35 00:01:47,335 --> 00:01:49,590 may be of better value to both the public 36 00:01:49,590 --> 00:01:50,460 and the department. 37 00:01:50,460 --> 00:01:53,610 - The key piece of implementation is the table 38 00:01:53,610 --> 00:01:55,650 that we've recommended, either in its current form 39 00:01:55,650 --> 00:01:58,500 or with any additional changes that TxDOT might see 40 00:01:58,500 --> 00:02:02,400 to refine it to be included in the next edition 41 00:02:02,400 --> 00:02:03,780 of the Roadway Design Manual, 42 00:02:03,780 --> 00:02:06,180 which is already under some review. 43 00:02:06,180 --> 00:02:07,620 And so, the timing is good 44 00:02:07,620 --> 00:02:09,960 and that this fits with other edits 45 00:02:09,960 --> 00:02:11,700 that they're already considering. 46 00:02:11,700 --> 00:02:14,130 The biggest benefit to TxDOT is that it builds 47 00:02:14,130 --> 00:02:18,000 on previous research to help them identify 48 00:02:18,000 --> 00:02:21,240 fairly, in a fairly straightforward manner 49 00:02:21,240 --> 00:02:23,910 what the optimal cross section 50 00:02:23,910 --> 00:02:25,376 for a given roadway should be, 51 00:02:25,376 --> 00:02:28,680 streamlines that and optimizes the chances 52 00:02:28,680 --> 00:02:31,650 that TxDOT is putting the best 53 00:02:31,650 --> 00:02:34,050 and most appropriate number of lanes on the roadway 54 00:02:34,050 --> 00:02:35,010 for what's needed. 55 00:02:35,010 --> 00:02:37,260 For the driving public, the benefits then 56 00:02:37,260 --> 00:02:38,430 are that they have a roadway 57 00:02:38,430 --> 00:02:41,190 that better serves their needs, that provides 58 00:02:41,190 --> 00:02:43,440 a turning lane where there's lots of driveways 59 00:02:43,440 --> 00:02:45,317 or maybe it provides passing where there's not 60 00:02:45,317 --> 00:02:48,930 very many passing opportunities on a current two-lane road 61 00:02:48,930 --> 00:02:51,930 where a super two is appropriate, 62 00:02:51,930 --> 00:02:54,960 and hopefully, gets them from place 63 00:02:54,960 --> 00:02:57,630 to place safer and more efficiently. 64 00:02:57,630 --> 00:02:58,642 - [Presenter] For more information 65 00:02:58,642 --> 00:03:02,640 and to find the publications for this project, please visit 66 00:03:02,640 --> 00:03:06,303 the TxDOT research library at the link shown below.