1 00:00:00,799 --> 00:00:02,815 (logo whooshes) 2 00:00:02,815 --> 00:00:05,940 (text whooshing) 3 00:00:05,940 --> 00:00:08,400 - [Narrator] Severe weather can happen quickly in Texas, 4 00:00:08,400 --> 00:00:11,550 making wet weather crashes a concern statewide. 5 00:00:11,550 --> 00:00:13,500 It highlights a need for pavements 6 00:00:13,500 --> 00:00:16,380 with adequate skid resistance during these conditions. 7 00:00:16,380 --> 00:00:18,510 The Center for Transportation Research 8 00:00:18,510 --> 00:00:20,820 and the Texas Department of Transportation 9 00:00:20,820 --> 00:00:24,030 look to enhance the current methods of measuring resistance 10 00:00:24,030 --> 00:00:26,880 with the goal of improving safety for all drivers. 11 00:00:26,880 --> 00:00:28,770 - A few years back, Federal Highway reported 12 00:00:28,770 --> 00:00:31,950 that about 16% of all crashes 13 00:00:31,950 --> 00:00:34,080 happen during wet weather conditions, 14 00:00:34,080 --> 00:00:36,810 while 13% of all crash fatalities 15 00:00:36,810 --> 00:00:38,970 happen during wet weather conditions. 16 00:00:38,970 --> 00:00:42,210 So that highlights how important this problem is 17 00:00:42,210 --> 00:00:44,730 and how important is for State DOTs 18 00:00:44,730 --> 00:00:48,660 to have a proper friction management plan. 19 00:00:48,660 --> 00:00:52,530 - So, we had a preliminary sample data 20 00:00:52,530 --> 00:00:56,553 from the previous research project that shows promising, 21 00:00:57,630 --> 00:01:01,410 like correlation between the measurement 22 00:01:01,410 --> 00:01:03,420 to the skid numbers. 23 00:01:03,420 --> 00:01:06,090 And with this implementation project, 24 00:01:06,090 --> 00:01:10,380 the research team was able to collect more data 25 00:01:10,380 --> 00:01:12,270 on different pavement type, 26 00:01:12,270 --> 00:01:15,630 on the different surface characteristics, 27 00:01:15,630 --> 00:01:19,800 different mix type, and different age of the pavement, 28 00:01:19,800 --> 00:01:22,984 so they can develop more comprehensive model 29 00:01:22,984 --> 00:01:26,190 of those relationships. 30 00:01:26,190 --> 00:01:30,300 - In the US, most State DOTs use the so-called 31 00:01:30,300 --> 00:01:33,720 locked wheel trailer to measure friction. 32 00:01:33,720 --> 00:01:37,560 The point with this system, while it's very effective, 33 00:01:37,560 --> 00:01:40,170 because it measures friction very well, 34 00:01:40,170 --> 00:01:44,040 is very inefficient because it needs large amount of water. 35 00:01:44,040 --> 00:01:46,950 So what we did during this project, 36 00:01:46,950 --> 00:01:51,950 we developed a high-definition, high-speed laser scanner 37 00:01:52,320 --> 00:01:56,400 that allows us to scan the surface of the pavement 38 00:01:56,400 --> 00:02:00,300 at highway speed and produce very high-definition profile 39 00:02:00,300 --> 00:02:01,418 of the pavements. 40 00:02:01,418 --> 00:02:03,450 - The research team spend a lot of effort 41 00:02:03,450 --> 00:02:04,920 to collecting more data, 42 00:02:04,920 --> 00:02:08,190 which covers different geographic region, 43 00:02:08,190 --> 00:02:12,930 different surface type, different age, different mix types. 44 00:02:12,930 --> 00:02:14,730 And then once the data collected 45 00:02:14,730 --> 00:02:17,010 and going back to the office, 46 00:02:17,010 --> 00:02:18,870 pulling those data together 47 00:02:18,870 --> 00:02:21,600 using AI and machine learning 48 00:02:21,600 --> 00:02:24,900 to develop the models. 49 00:02:24,900 --> 00:02:28,470 - The advantage of this, of what is the impact of this 50 00:02:28,470 --> 00:02:31,560 is, now, by having full coverage every year, 51 00:02:31,560 --> 00:02:36,510 TxDOT can spot these so-called hotspots, 52 00:02:36,510 --> 00:02:39,210 which are sections of low texture, 53 00:02:39,210 --> 00:02:41,280 which are the ones that have potential 54 00:02:41,280 --> 00:02:43,230 for wet weather crashes, 55 00:02:43,230 --> 00:02:45,600 and then they can fix it immediately 56 00:02:45,600 --> 00:02:49,020 and reduce the potential number of crashes 57 00:02:49,020 --> 00:02:50,400 in a significant manner. 58 00:02:50,400 --> 00:02:54,900 - The safety is the number one priority for TxDOT, 59 00:02:54,900 --> 00:02:58,740 and this research project and develop a model, 60 00:02:58,740 --> 00:03:02,940 which correlate texture to the skid numbers, 61 00:03:02,940 --> 00:03:06,540 that closed the gap for us to be able to identify 62 00:03:06,540 --> 00:03:10,230 the hotspot which potentially showing low skid resistance. 63 00:03:10,230 --> 00:03:11,280 - [Narrator] For more information 64 00:03:11,280 --> 00:03:13,740 and to find the publication for this project, 65 00:03:13,740 --> 00:03:16,050 please visit the TxDOT Research Library 66 00:03:16,050 --> 00:03:17,250 at the link shown below.