1 00:00:00,930 --> 00:00:03,597 (air whooshing) 2 00:00:11,500 --> 00:00:14,280 - [Narrator] Making rural highways as safe as possible 3 00:00:14,280 --> 00:00:17,120 is a continuing effort by transportation researchers 4 00:00:17,120 --> 00:00:19,690 and The Texas Department of Transportation. 5 00:00:19,690 --> 00:00:22,800 With the number of motorists increasing across the state, 6 00:00:22,800 --> 00:00:24,850 this effort is a priority. 7 00:00:24,850 --> 00:00:27,550 This research determines when turning lanes need to 8 00:00:27,550 --> 00:00:29,340 be included at intersections 9 00:00:29,340 --> 00:00:33,300 near passing lanes on Super 2 corridors. 10 00:00:33,300 --> 00:00:35,754 - [Marcus] TxDOT has been building Super 2 highways 11 00:00:35,754 --> 00:00:38,530 for more than two decades now. 12 00:00:38,530 --> 00:00:41,130 And they provide great opportunity for passing 13 00:00:41,130 --> 00:00:41,963 for vehicles that 14 00:00:41,963 --> 00:00:45,098 are through vehicles that are traveling long distances. 15 00:00:45,098 --> 00:00:48,940 But what that means, is they don't focus as much 16 00:00:48,940 --> 00:00:51,034 on intersections and driveways 17 00:00:51,034 --> 00:00:53,960 but as you build more passing lanes, 18 00:00:53,960 --> 00:00:56,350 the need becomes greater to have some guidance 19 00:00:56,350 --> 00:00:58,890 on what to do with passing lanes near intersections. 20 00:00:58,890 --> 00:01:00,320 - So what we're trying to do by looking 21 00:01:00,320 --> 00:01:03,040 at the scenario is to decide what the safest way 22 00:01:03,040 --> 00:01:05,480 to address that scenario is to address 23 00:01:05,480 --> 00:01:08,073 both the safety of through traffic and turning traffic 24 00:01:08,073 --> 00:01:12,030 and to limit the amount of roadway delay at those areas 25 00:01:12,030 --> 00:01:15,410 to be able to expedite the flow of traffic through there. 26 00:01:15,410 --> 00:01:18,610 - The biggest piece of the research involved 27 00:01:18,610 --> 00:01:22,410 the team recording and observing operations 28 00:01:22,410 --> 00:01:25,990 at some locations with intersections near 29 00:01:25,990 --> 00:01:29,000 and within passing lanes on Texas highways 30 00:01:29,000 --> 00:01:30,400 to see what was going on 31 00:01:30,400 --> 00:01:32,290 and using those recordings, 32 00:01:32,290 --> 00:01:34,580 we were able to process the data 33 00:01:34,580 --> 00:01:38,300 and turn that into material that fit into simulation models. 34 00:01:38,300 --> 00:01:40,580 - From their results of the simulation that they created, 35 00:01:40,580 --> 00:01:43,290 they were able to virtually optimize what 36 00:01:43,290 --> 00:01:45,800 the best scenarios are as far as the locations 37 00:01:45,800 --> 00:01:48,190 of passing lanes around these intersections, 38 00:01:48,190 --> 00:01:51,250 or, if it's necessary to have a location 39 00:01:51,250 --> 00:01:52,450 where there's going to be left turns 40 00:01:52,450 --> 00:01:54,110 within the Super 2 section, 41 00:01:54,110 --> 00:01:56,060 how to best handle that scenario. 42 00:01:56,060 --> 00:01:57,810 - [Marcus] What the research has shown is that you can 43 00:01:57,810 --> 00:02:00,648 in fact have the passing lanes and the intersections in 44 00:02:00,648 --> 00:02:03,090 in close proximity, and they do work. 45 00:02:03,090 --> 00:02:04,938 You don't have to avoid intersections 46 00:02:04,938 --> 00:02:08,150 with your passing lanes, but you do need to have 47 00:02:08,150 --> 00:02:09,130 that separation. 48 00:02:09,130 --> 00:02:12,980 And so in particular, there should be a separation of 49 00:02:12,980 --> 00:02:16,240 at least 1500 feet between an intersection, 50 00:02:16,240 --> 00:02:17,640 and the end of a passing lane 51 00:02:17,640 --> 00:02:19,790 to provide room for the turning vehicles 52 00:02:19,790 --> 00:02:22,930 and the merging vehicles to stay separated. 53 00:02:22,930 --> 00:02:27,070 But what we've also found, is that it does provide 54 00:02:27,070 --> 00:02:30,241 not only operational benefit, but a financial benefit, 55 00:02:30,241 --> 00:02:34,890 benefit cost that was performed, showed great benefit 56 00:02:34,890 --> 00:02:36,360 in 57 00:02:36,360 --> 00:02:39,313 the operational benefit 58 00:02:39,313 --> 00:02:40,870 reduction of delay, 59 00:02:40,870 --> 00:02:41,910 reduction of crashes, 60 00:02:41,910 --> 00:02:44,930 compared to the cost of building the infrastructure. 61 00:02:44,930 --> 00:02:47,610 - At this point, with the guidance, 62 00:02:47,610 --> 00:02:50,750 and the observations that the researchers did, 63 00:02:50,750 --> 00:02:53,250 and with the model that they were able to produce, 64 00:02:53,250 --> 00:02:56,700 I do feel that the next step is going to be implementation 65 00:02:56,700 --> 00:02:59,200 and working some places up that we can look 66 00:02:59,200 --> 00:03:01,700 at implementing the technology out on the roadway. 67 00:03:01,700 --> 00:03:02,800 - [Narrator] For more information, 68 00:03:02,800 --> 00:03:05,360 and to find the publications for this project, 69 00:03:05,360 --> 00:03:08,240 Please visit the TxDOT Research Library 70 00:03:08,240 --> 00:03:09,773 at the link shown below.