1 00:00:00,000 --> 00:00:02,750 (dramatic music) 2 00:00:10,800 --> 00:00:14,220 - [Narrator] Roadway designers use safety prediction models 3 00:00:14,220 --> 00:00:18,480 to evaluate the effectiveness of roadway safety features. 4 00:00:18,480 --> 00:00:20,310 The Texas Department of Transportation 5 00:00:20,310 --> 00:00:23,670 with help from the Texas A&M Transportation Institute 6 00:00:23,670 --> 00:00:25,710 recently refined these models 7 00:00:25,710 --> 00:00:27,720 for use on roadways as wide 8 00:00:27,720 --> 00:00:32,040 as 12 lanes or for freeway managed lanes. 9 00:00:32,040 --> 00:00:35,520 Researchers also updated local calibration factors 10 00:00:35,520 --> 00:00:38,880 in the models and developed an analysis tool to 11 00:00:38,880 --> 00:00:41,430 help practitioners who use them. 12 00:00:41,430 --> 00:00:44,610 - There's a document called the Highway Safety Manual 13 00:00:44,610 --> 00:00:49,610 which contains models to estimate the crash frequency 14 00:00:50,070 --> 00:00:50,970 that you would expect 15 00:00:50,970 --> 00:00:53,730 for roadways of different types, and some 16 00:00:53,730 --> 00:00:56,670 of the most recent material was getting a little old 17 00:00:56,670 --> 00:00:58,320 maybe five, 10 years ago. 18 00:00:58,320 --> 00:00:59,340 It was developed 19 00:00:59,340 --> 00:01:02,550 and most importantly was developed using data 20 00:01:02,550 --> 00:01:04,140 from other states. 21 00:01:04,140 --> 00:01:07,560 So our goal here was to calibrate those models 22 00:01:07,560 --> 00:01:09,420 to Texas conditions. 23 00:01:09,420 --> 00:01:12,086 Looking specifically at urban freeways. 24 00:01:12,086 --> 00:01:13,920 - So there are certain limitations 25 00:01:13,920 --> 00:01:15,430 to the Highway Safety Manual 26 00:01:16,380 --> 00:01:19,770 especially highway safety manual predictive method. 27 00:01:19,770 --> 00:01:22,320 And these three limitation include 28 00:01:22,320 --> 00:01:26,370 like maximum number of lanes, freeways with managed lanes, 29 00:01:26,370 --> 00:01:29,730 the average interval traffic or AGT. 30 00:01:29,730 --> 00:01:32,760 So Tex DOT has been developing major projects 31 00:01:32,760 --> 00:01:34,117 where we have 10 plus lanes. 32 00:01:34,117 --> 00:01:38,370 We have free lanes with managed lanes and also higher AGT. 33 00:01:38,370 --> 00:01:41,700 So it would be logical to develop new models where 34 00:01:41,700 --> 00:01:44,760 we address the Highway Safety Manual limitation 35 00:01:44,760 --> 00:01:49,020 as well as calibrate these models to the Texas condition. 36 00:01:49,020 --> 00:01:51,060 - Specifically, there is interest 37 00:01:51,060 --> 00:01:54,060 in estimating crash frequency 38 00:01:54,060 --> 00:01:56,820 on urban freeways with managed lanes, 39 00:01:56,820 --> 00:02:01,050 high occupancy vehicle lanes, toll lanes, et cetera. 40 00:02:01,050 --> 00:02:03,480 That required us to collect data 41 00:02:03,480 --> 00:02:07,680 for segments on these types of roadways in Texas. 42 00:02:07,680 --> 00:02:09,570 In the case of managed lanes 43 00:02:09,570 --> 00:02:11,520 that meant developing new models and 44 00:02:11,520 --> 00:02:15,042 for just conventional urban freeways, we had to 45 00:02:15,042 --> 00:02:18,840 compare what the Highway Safety Manual was predicting 46 00:02:18,840 --> 00:02:21,990 for crash frequency and what we were actually observing 47 00:02:21,990 --> 00:02:24,480 in our sample of segments. 48 00:02:24,480 --> 00:02:26,550 One of the key things we did in this project 49 00:02:26,550 --> 00:02:30,210 was we developed a spreadsheet program where 50 00:02:30,210 --> 00:02:32,880 the analyst can just enter the input data to 51 00:02:32,880 --> 00:02:35,370 describe the facility that they're evaluating 52 00:02:35,370 --> 00:02:37,620 the traffic volume, the number of lanes, 53 00:02:37,620 --> 00:02:40,987 the cross sectional widths, the presence of ramps 54 00:02:40,987 --> 00:02:42,330 and so forth. 55 00:02:42,330 --> 00:02:43,290 That makes it easier 56 00:02:43,290 --> 00:02:46,020 for them to apply the Highway Safety Manual 57 00:02:46,020 --> 00:02:48,090 without having to do it the hard way 58 00:02:48,090 --> 00:02:52,410 with a calculator and working through the equations by hand. 59 00:02:52,410 --> 00:02:55,000 - The findings from this study, you know 60 00:02:56,040 --> 00:03:01,040 will be used by Tex DOT designer to develop a safer design 61 00:03:01,200 --> 00:03:05,820 and provide more reliable information to decision makers 62 00:03:05,820 --> 00:03:09,900 and hopefully the findings will enhance the knowledge 63 00:03:09,900 --> 00:03:11,460 and fill the gaps in the knowledge 64 00:03:11,460 --> 00:03:15,270 and improve the knowledge to improve the infrastructure 65 00:03:15,270 --> 00:03:18,690 not only within Texas, but also across the United States. 66 00:03:18,690 --> 00:03:19,770 - [Narrator] For more information 67 00:03:19,770 --> 00:03:22,350 and to find the publications for this project, 68 00:03:22,350 --> 00:03:25,230 please visit the Tex DOT research library 69 00:03:25,230 --> 00:03:26,763 at the link shown below.