1 00:00:00,971 --> 00:00:02,891 (engine revving) 2 00:00:02,891 --> 00:00:06,160 (air whooshing) 3 00:00:06,160 --> 00:00:08,010 - [Narrator] The TxDOT Maintenance Division, 4 00:00:08,010 --> 00:00:11,190 uses an in-house comprehensive pavement management system, 5 00:00:11,190 --> 00:00:13,080 called Pavement Analyst. 6 00:00:13,080 --> 00:00:16,950 This system uses traffic, location and distress levels 7 00:00:16,950 --> 00:00:20,280 to decide where road work and rehabilitation is needed. 8 00:00:20,280 --> 00:00:22,830 Working with the Center for Transportation Research, 9 00:00:22,830 --> 00:00:24,180 TxDOT developed models 10 00:00:24,180 --> 00:00:26,340 to predict a road skid number over time, 11 00:00:26,340 --> 00:00:29,430 helping improve safety and prioritizing decisions 12 00:00:29,430 --> 00:00:31,260 on road maintenance around the state. 13 00:00:31,260 --> 00:00:32,812 - So district engineers, 14 00:00:32,812 --> 00:00:34,830 every year, 15 00:00:34,830 --> 00:00:38,070 they have to develop the so-called four-year plan. 16 00:00:38,070 --> 00:00:39,090 The four-year plan, 17 00:00:39,090 --> 00:00:43,230 is what the different districts believe they need 18 00:00:43,230 --> 00:00:47,730 to either maintain or rehabilitate in the next four years. 19 00:00:47,730 --> 00:00:49,200 Traditionally, 20 00:00:49,200 --> 00:00:51,720 these decisions are made based 21 00:00:51,720 --> 00:00:56,310 on the so-called pavement performance indicators, 22 00:00:56,310 --> 00:00:59,910 such as the amount of pavement cracking, 23 00:00:59,910 --> 00:01:04,860 or the depth of pavement rotting or the riding quality. 24 00:01:04,860 --> 00:01:06,420 - The current system 25 00:01:06,420 --> 00:01:10,080 and similar to many other system, if not all, 26 00:01:10,080 --> 00:01:13,503 they basically focus on pavement conditions. 27 00:01:14,370 --> 00:01:18,180 Skid resistance also is crucial to safety. 28 00:01:18,180 --> 00:01:21,210 It's not directly considered 29 00:01:21,210 --> 00:01:23,913 in the optimization tool itself. 30 00:01:24,750 --> 00:01:28,650 We see the gap there, we want to fill in that gap. 31 00:01:28,650 --> 00:01:31,110 So basically to do so, 32 00:01:31,110 --> 00:01:33,780 we'll need reliable performance models 33 00:01:33,780 --> 00:01:35,340 for us to predict 34 00:01:35,340 --> 00:01:39,180 what skid resistance would change over time. 35 00:01:39,180 --> 00:01:41,880 And based on that, we can make recommendations 36 00:01:41,880 --> 00:01:44,610 on what we need to do to improve it. 37 00:01:44,610 --> 00:01:48,360 - Recently, there is more emphasis on safety 38 00:01:48,360 --> 00:01:51,540 and this is what originated this pavement. 39 00:01:51,540 --> 00:01:54,990 So there is no way or there was no way 40 00:01:54,990 --> 00:01:57,990 to be able to predict how the friction 41 00:01:57,990 --> 00:02:00,993 of the surface of the pavement will evolve with time. 42 00:02:01,860 --> 00:02:03,780 So what this project did, 43 00:02:03,780 --> 00:02:04,740 we went back, 44 00:02:04,740 --> 00:02:08,520 we looked for the past 12 years of friction data 45 00:02:08,520 --> 00:02:10,380 and we used this information, 46 00:02:10,380 --> 00:02:12,270 which is actual field information 47 00:02:12,270 --> 00:02:14,700 and that is what makes this project very unique. 48 00:02:14,700 --> 00:02:19,650 We use actual information collected in Texas network. 49 00:02:19,650 --> 00:02:24,480 This system allows and supports the district engineers 50 00:02:24,480 --> 00:02:29,040 to make maintenance and rehabilitation decisions. 51 00:02:29,040 --> 00:02:33,930 These rehabilitation decisions could be very subjective. 52 00:02:33,930 --> 00:02:38,520 So this system allows them to make optimal decisions, 53 00:02:38,520 --> 00:02:42,060 because they combine engineering principle and economics. 54 00:02:42,060 --> 00:02:44,370 So the selection of the pavements 55 00:02:44,370 --> 00:02:46,770 to be maintained or rehabilitated, 56 00:02:46,770 --> 00:02:50,880 are then, so the tax dollars are invest 57 00:02:50,880 --> 00:02:52,530 in the best possible way. 58 00:02:52,530 --> 00:02:55,740 - I think this is a great research project 59 00:02:55,740 --> 00:02:58,950 that it provides us the key piece 60 00:02:58,950 --> 00:03:02,670 for the network-level friction management. 61 00:03:02,670 --> 00:03:07,670 So by predicting the future's performance for pavements, 62 00:03:08,820 --> 00:03:13,820 we actually can proactively identify and address problems 63 00:03:14,250 --> 00:03:17,010 before it happens really, 64 00:03:17,010 --> 00:03:20,130 resulting in a crash or a near-crash. 65 00:03:20,130 --> 00:03:23,220 - As a result, if TxDOT decides 66 00:03:23,220 --> 00:03:25,920 and goes ahead and make the decision 67 00:03:25,920 --> 00:03:29,370 to implement the findings of these two projects, 68 00:03:29,370 --> 00:03:32,730 we could be in a very unique position 69 00:03:32,730 --> 00:03:37,730 to develop the most reliable friction management system 70 00:03:39,000 --> 00:03:41,490 and apply to Texas network. 71 00:03:41,490 --> 00:03:42,323 And as a result, 72 00:03:42,323 --> 00:03:46,530 we could have one of the safest networks 73 00:03:46,530 --> 00:03:48,480 in the entire country. 74 00:03:48,480 --> 00:03:49,650 - [Narrator] For more information 75 00:03:49,650 --> 00:03:52,050 and to find the publication for this project, 76 00:03:52,050 --> 00:03:54,390 please visit the TxDOT Research Library 77 00:03:54,390 --> 00:03:55,593 at the link shown below.