1 00:00:00,094 --> 00:00:05,094 (somber music) (graphics swishing) 2 00:00:05,910 --> 00:00:07,770 - [Narrator] The Texas Department of Transportation 3 00:00:07,770 --> 00:00:11,190 continuously looks at ways to improve roadway safety. 4 00:00:11,190 --> 00:00:12,960 This includes operating to be in line 5 00:00:12,960 --> 00:00:16,680 with federal requirements to reduce wet weather accidents. 6 00:00:16,680 --> 00:00:19,140 Working with the Texas A&M Transportation Institute, 7 00:00:19,140 --> 00:00:23,040 TxDOT is looking at how to reduce these types of accidents 8 00:00:23,040 --> 00:00:25,170 by focusing on the road's pavement. 9 00:00:25,170 --> 00:00:27,788 - So currently during the design phase, 10 00:00:27,788 --> 00:00:30,210 the designers consider many aspects 11 00:00:30,210 --> 00:00:33,990 that can affect the overall safety of the roadway, 12 00:00:33,990 --> 00:00:36,600 and one of these considerations is materials. 13 00:00:36,600 --> 00:00:39,600 - There are several things that affect 14 00:00:39,600 --> 00:00:43,170 why a person may have an accident in wet weather, 15 00:00:43,170 --> 00:00:46,020 and so we look at the condition of the pavement 16 00:00:46,020 --> 00:00:49,320 and how the car interacts with it. 17 00:00:49,320 --> 00:00:53,820 So currently, TxDOT has a program set up 18 00:00:53,820 --> 00:00:57,540 to select the aggregate that's used on the surface. 19 00:00:57,540 --> 00:01:00,870 In an effort to be more efficient 20 00:01:00,870 --> 00:01:05,070 and effective in the use of how the aggregate is selected, 21 00:01:05,070 --> 00:01:10,070 we wanted to take and merge the aggregate selection 22 00:01:10,650 --> 00:01:13,290 with a Safer By Design tool. 23 00:01:13,290 --> 00:01:14,910 - So when the pavement is wet, 24 00:01:14,910 --> 00:01:18,870 we want to avoid it being slippery while we're driving. 25 00:01:18,870 --> 00:01:21,210 So the selection of the aggregate used 26 00:01:21,210 --> 00:01:25,350 to build the pavement is critical since the aggregate plays 27 00:01:25,350 --> 00:01:29,430 a key role in the interaction between the vehicle tires 28 00:01:29,430 --> 00:01:31,290 and the pavement surface. 29 00:01:31,290 --> 00:01:33,840 - So one of the tasks was to develop 30 00:01:33,840 --> 00:01:36,210 a risk assessment procedure, 31 00:01:36,210 --> 00:01:40,380 and we were able to do that based on an analysis 32 00:01:40,380 --> 00:01:45,120 of the crash records that the DPS provides to TxDOT. 33 00:01:45,120 --> 00:01:49,290 We looked at the pavement condition data 34 00:01:49,290 --> 00:01:51,210 that TxDOT collects annually. 35 00:01:51,210 --> 00:01:53,220 We looked at weather data, 36 00:01:53,220 --> 00:01:57,090 and we combined all that in order to develop a risk 37 00:01:57,090 --> 00:01:59,160 based on the pavement condition 38 00:01:59,160 --> 00:02:01,830 to the potential to have a crash, 39 00:02:01,830 --> 00:02:03,330 and so when we go through 40 00:02:03,330 --> 00:02:06,690 and we select the pavement surfacing that we need, 41 00:02:06,690 --> 00:02:09,510 we can do it on a risk-based assessment. 42 00:02:09,510 --> 00:02:13,290 - For the next steps, we're going to use results 43 00:02:13,290 --> 00:02:17,760 from an ongoing project 0-7151 44 00:02:17,760 --> 00:02:20,460 and will be included into the framework setup 45 00:02:20,460 --> 00:02:23,940 by this project to better predict the pavement friction 46 00:02:23,940 --> 00:02:26,190 and risk of wet weather accidents. 47 00:02:26,190 --> 00:02:28,860 - We recognize that in wet weather we need to slow down 48 00:02:28,860 --> 00:02:32,280 and be more careful, and because of that, 49 00:02:32,280 --> 00:02:35,520 we have to look at the condition on the road, 50 00:02:35,520 --> 00:02:39,210 and we wanna make sure that the road is not slippery. 51 00:02:39,210 --> 00:02:42,300 An important part of that is the interaction with the tire 52 00:02:42,300 --> 00:02:43,950 and the pavement surface. 53 00:02:43,950 --> 00:02:45,900 TxDOT was very supportive of us. 54 00:02:45,900 --> 00:02:49,860 They provided us all of the data that we needed 55 00:02:49,860 --> 00:02:51,270 to do the analysis, 56 00:02:51,270 --> 00:02:55,710 and they were very active in reviewing what we were doing 57 00:02:55,710 --> 00:02:58,260 as we progressed, and they were very helpful to us. 58 00:02:58,260 --> 00:02:59,460 - And the most important results 59 00:02:59,460 --> 00:03:02,220 of this project was definitely the development 60 00:03:02,220 --> 00:03:06,660 of risk levels for the pavement friction in relation 61 00:03:06,660 --> 00:03:10,530 to minimizing wet weather accidents with the main goal 62 00:03:10,530 --> 00:03:14,370 to make the road safer to the traveling public. 63 00:03:14,370 --> 00:03:15,540 - [Narrator] For more information 64 00:03:15,540 --> 00:03:17,970 and to find the publication for this project, 65 00:03:17,970 --> 00:03:20,280 please visit the TxDOT Research Library 66 00:03:20,280 --> 00:03:21,483 at the link shown below.