1 00:00:00,000 --> 00:00:02,667 (logo whooshes) 2 00:00:10,929 --> 00:00:14,040 - (Narrator) Finding the best mix design for Texas roads 3 00:00:14,040 --> 00:00:16,630 is the main goal of this project. 4 00:00:16,630 --> 00:00:18,580 In ways never before evaluated, 5 00:00:18,580 --> 00:00:21,860 researchers from the University of Texas at El Paso 6 00:00:21,860 --> 00:00:26,210 are assessing TxDOT's current mix designs and guidelines 7 00:00:26,210 --> 00:00:29,560 for using recycled asphalt pavements and shingles, 8 00:00:29,560 --> 00:00:31,622 as well as additives. 9 00:00:31,622 --> 00:00:33,645 - This project started looking at, 10 00:00:33,645 --> 00:00:36,067 the title of it is "A Balanced Mix Design," 11 00:00:36,067 --> 00:00:40,450 but the goal here was to look at performance, 12 00:00:40,450 --> 00:00:41,840 to measure the mix. 13 00:00:41,840 --> 00:00:44,400 In the past, the design process was looking 14 00:00:44,400 --> 00:00:48,190 into volumetrics, pavements, either failing, 15 00:00:48,190 --> 00:00:49,360 rutting or cracking. 16 00:00:49,360 --> 00:00:51,700 Those are the primary modes of failure. 17 00:00:51,700 --> 00:00:54,640 So we wanted to run a test, these two tests, 18 00:00:54,640 --> 00:00:57,600 on the mix, whether it was rutting, 19 00:00:57,600 --> 00:01:00,280 using the Hamburg-machine or whether it the cracking, 20 00:01:00,280 --> 00:01:04,950 using the overlay test to see how it would perform. 21 00:01:04,950 --> 00:01:09,950 - 95% of the mix, asphalt mix is aggregate components. 22 00:01:12,820 --> 00:01:17,170 We started focusing on that part of it. 23 00:01:17,170 --> 00:01:19,340 Most of the previous studies, they were focusing 24 00:01:19,340 --> 00:01:21,770 on the 5% which is the binder. 25 00:01:21,770 --> 00:01:25,660 We changed the gradation for the purpose 26 00:01:25,660 --> 00:01:29,290 of allowing more room so that we can add 27 00:01:29,290 --> 00:01:32,160 more binder into the mix. 28 00:01:32,160 --> 00:01:34,230 So by allowing more binder, now you have 29 00:01:34,230 --> 00:01:35,820 a more flexible mix. 30 00:01:35,820 --> 00:01:40,187 And a more flexible mix would not crack as easily. 31 00:01:42,240 --> 00:01:44,750 - Initially took a super pave mix design, 32 00:01:44,750 --> 00:01:48,010 which is kind of our go-to mix design. 33 00:01:48,010 --> 00:01:50,960 And we added in cracking criteria, 34 00:01:50,960 --> 00:01:54,080 which we hadn't really done in the past. 35 00:01:54,080 --> 00:01:55,390 We have this balance mix design, 36 00:01:55,390 --> 00:01:58,870 obviously as your cracking resistance goes up, 37 00:01:58,870 --> 00:02:00,980 your rutting resistance probably goes down 38 00:02:00,980 --> 00:02:02,770 because it's driven by binding. 39 00:02:02,770 --> 00:02:06,404 So this is to find that kind of happy median 40 00:02:06,404 --> 00:02:10,170 and help develop a specification 41 00:02:10,170 --> 00:02:13,720 so that we can work towards a more performance-based 42 00:02:13,720 --> 00:02:16,027 and say, "If you meet this cracking criteria 43 00:02:16,027 --> 00:02:17,987 "and you meet this rutting criteria, 44 00:02:17,987 --> 00:02:21,610 "we don't really care as much about what you put in here." 45 00:02:21,610 --> 00:02:22,850 - [Prof. Nazarian] The cost of construction 46 00:02:22,850 --> 00:02:26,850 would go up a little bit, but if the road lasts 47 00:02:26,850 --> 00:02:30,663 one more year that pays for itself hundred times. 48 00:02:30,663 --> 00:02:31,970 - (Narrator) For more information, 49 00:02:31,970 --> 00:02:34,510 and to find the publications for this project, 50 00:02:34,510 --> 00:02:37,390 please visit the TxDOT Research Library 51 00:02:37,390 --> 00:02:38,923 at the link shown below.