1 00:00:00,323 --> 00:00:03,156 (dramatic music) 2 00:00:08,970 --> 00:00:10,470 - [Narrator] The information associated 3 00:00:10,470 --> 00:00:12,570 with a road surface type 4 00:00:12,570 --> 00:00:15,210 is essential for efficient pavement management prediction 5 00:00:15,210 --> 00:00:18,150 of skid numbers and overall performance. 6 00:00:18,150 --> 00:00:20,580 While surface type is already a data element 7 00:00:20,580 --> 00:00:24,450 in Pavement Analyst, it lacks the necessary accuracy. 8 00:00:24,450 --> 00:00:26,760 The Texas Department of Transportation 9 00:00:26,760 --> 00:00:30,120 with researchers from the Center for Transportation Research 10 00:00:30,120 --> 00:00:31,740 used advanced technologies 11 00:00:31,740 --> 00:00:34,260 to predict pavement surface types more accurately 12 00:00:34,260 --> 00:00:36,480 than current techniques. 13 00:00:36,480 --> 00:00:39,960 - In recent years, TxDOT has implemented 14 00:00:39,960 --> 00:00:43,293 a very comprehensive pavement management system. 15 00:00:44,760 --> 00:00:46,800 In Texas, it's called Pavement Analyst. 16 00:00:46,800 --> 00:00:51,800 - And it distinguishes between asphalt/concrete pavements, 17 00:00:52,620 --> 00:00:56,100 continuously reinforced concrete pavements, 18 00:00:56,100 --> 00:00:58,440 and then jointed concrete pavements. 19 00:00:58,440 --> 00:01:03,440 And this distinction is really to allow characterization 20 00:01:03,660 --> 00:01:08,660 of specific stresses that we measure on these surfaces. 21 00:01:08,700 --> 00:01:12,750 - [Jorge] Part of this system contains a very large database 22 00:01:12,750 --> 00:01:17,750 that contains the stresses and ride quality of all sections 23 00:01:19,560 --> 00:01:22,230 on the network that TxDOT manages. 24 00:01:22,230 --> 00:01:26,040 The system is used by both pavement engineers 25 00:01:26,040 --> 00:01:28,620 and maintenance engineers from every district 26 00:01:28,620 --> 00:01:33,450 to develop the so-called four-year pavement management plan. 27 00:01:33,450 --> 00:01:37,650 And this plan is the one that they developed 28 00:01:37,650 --> 00:01:40,410 to assign the treatment type 29 00:01:40,410 --> 00:01:43,320 that each section has to be subject to 30 00:01:43,320 --> 00:01:44,940 in the next four years. 31 00:01:44,940 --> 00:01:46,860 - [Andre] The researchers, 32 00:01:46,860 --> 00:01:51,060 they developed both hardware and software systems 33 00:01:51,060 --> 00:01:53,790 for surface type prediction. 34 00:01:53,790 --> 00:01:55,470 On the hardware side, 35 00:01:55,470 --> 00:01:58,590 this included integrated laser scanners, 36 00:01:58,590 --> 00:02:02,010 high-speed cameras and lighting systems 37 00:02:02,010 --> 00:02:05,820 to capture high-resolution pavement profiles and images 38 00:02:05,820 --> 00:02:07,203 at highway speeds. 39 00:02:08,640 --> 00:02:10,530 And then on the software side, 40 00:02:10,530 --> 00:02:14,230 they developed algorithms to analyze these data 41 00:02:15,300 --> 00:02:17,490 using machine learning techniques 42 00:02:17,490 --> 00:02:19,800 towards surface type prediction. 43 00:02:19,800 --> 00:02:23,610 - First, it differentiates it's flexible or rigid. 44 00:02:23,610 --> 00:02:25,500 Within rigid pavements, 45 00:02:25,500 --> 00:02:29,520 it differentiates the type of finishing 46 00:02:29,520 --> 00:02:31,680 that those rigid pavements have. 47 00:02:31,680 --> 00:02:33,570 And for flexible pavements, 48 00:02:33,570 --> 00:02:36,510 it differentiates the type of mix that is used, 49 00:02:36,510 --> 00:02:40,833 whether it's a dense mix or a fine mix or a open mix, etc. 50 00:02:41,730 --> 00:02:45,960 - The old method of identifying surface types of pavements 51 00:02:45,960 --> 00:02:49,320 required manually looking up the data 52 00:02:49,320 --> 00:02:52,050 in different textbook databases, all right. 53 00:02:52,050 --> 00:02:56,280 So we would look Site Manager in the QCA database. 54 00:02:56,280 --> 00:02:58,860 We would scan the bid item lists, 55 00:02:58,860 --> 00:03:02,070 look at the project descriptions in TxDOT. 56 00:03:02,070 --> 00:03:05,340 And this information was not always accurate, right. 57 00:03:05,340 --> 00:03:09,240 Because the mixture type can change during construction, 58 00:03:09,240 --> 00:03:12,570 and often the districts will perform in-house overlays 59 00:03:12,570 --> 00:03:16,050 of seal coats that are very difficult to track. 60 00:03:16,050 --> 00:03:18,480 So this system really provides us a means 61 00:03:18,480 --> 00:03:22,557 of ensuring consistency for better asset management. 62 00:03:22,557 --> 00:03:23,880 - [Narrator] For more information 63 00:03:23,880 --> 00:03:26,280 and to find the publication for this project, 64 00:03:26,280 --> 00:03:28,620 please visit the TxDOT research library 65 00:03:28,620 --> 00:03:29,823 at the link shown below.