1 00:00:00,915 --> 00:00:03,248 (swooshing) 2 00:00:08,550 --> 00:00:10,800 - [Announcer] The Texas Department of Transportation 3 00:00:10,800 --> 00:00:14,520 has sponsored research with modified asphalt binders 4 00:00:14,520 --> 00:00:17,760 in the laboratory and on Texas roads. 5 00:00:17,760 --> 00:00:20,460 This work resulted in a catalog that is used 6 00:00:20,460 --> 00:00:23,310 by district engineers during construction. 7 00:00:23,310 --> 00:00:25,230 While previous research focused 8 00:00:25,230 --> 00:00:26,880 on new road construction, 9 00:00:26,880 --> 00:00:29,160 TxDOT realized a catalog was needed 10 00:00:29,160 --> 00:00:32,340 specifically for overlays where new asphalt 11 00:00:32,340 --> 00:00:34,920 is laid over existing pavement. 12 00:00:34,920 --> 00:00:37,500 The Texas A&M Transportation Institute, 13 00:00:37,500 --> 00:00:39,030 working with TxDOT, 14 00:00:39,030 --> 00:00:41,700 has developed a catalog designed specifically 15 00:00:41,700 --> 00:00:46,560 to address binder asphalt procedures on existing roadways. 16 00:00:46,560 --> 00:00:48,480 - We do a lot of overlay construction, 17 00:00:48,480 --> 00:00:50,850 which is on the top of existing pavement 18 00:00:50,850 --> 00:00:52,740 that may be a flexible pavement 19 00:00:52,740 --> 00:00:54,150 or a concrete pavement. 20 00:00:54,150 --> 00:00:56,700 And we did not have a catalog that says, 21 00:00:56,700 --> 00:00:59,010 okay, this is the most appropriate binder grade 22 00:00:59,010 --> 00:01:01,050 that maybe you need to start with. 23 00:01:01,050 --> 00:01:03,540 - Most of the work we're doing in Texas 24 00:01:03,540 --> 00:01:07,110 or the whole nation is asphalt overlays. 25 00:01:07,110 --> 00:01:09,630 So there are big differences between 26 00:01:09,630 --> 00:01:12,183 asphalt overlay and the new construction. 27 00:01:13,380 --> 00:01:15,600 One of the major differences is 28 00:01:15,600 --> 00:01:18,060 existing crack for asphalt overlays. 29 00:01:18,060 --> 00:01:20,820 The existing crack will shorten 30 00:01:20,820 --> 00:01:22,680 the asphalt overlay pavement life. 31 00:01:22,680 --> 00:01:25,350 - So in this research, obviously, this has been 32 00:01:25,350 --> 00:01:27,330 a continuation of other projects 33 00:01:27,330 --> 00:01:30,150 and the information collected 34 00:01:30,150 --> 00:01:31,320 from over the years, right? 35 00:01:31,320 --> 00:01:33,840 Because there is lot of overlay that is constructed, 36 00:01:33,840 --> 00:01:37,170 and we did want to see what is the grade of the binder. 37 00:01:37,170 --> 00:01:39,570 - We look at multiple aspects 38 00:01:39,570 --> 00:01:42,780 of this binder selection catalog. 39 00:01:42,780 --> 00:01:46,740 We look at from, asphalt binder, itself. 40 00:01:46,740 --> 00:01:51,450 We also look at asphalt mixture, and then we also look 41 00:01:51,450 --> 00:01:55,590 at pavement performance simulation based on models. 42 00:01:55,590 --> 00:02:00,120 - So around 2,700 different simulation run from TxME 43 00:02:00,120 --> 00:02:03,393 which is a TxDOT mechanical and empirical guide, 44 00:02:03,393 --> 00:02:07,200 kind of in a software that was used to run the scenario. 45 00:02:07,200 --> 00:02:09,450 A lot of laboratory test was also done 46 00:02:09,450 --> 00:02:12,780 to validate some of these, you know, cases. 47 00:02:12,780 --> 00:02:17,220 - Most importantly, we build multiple filter test sections 48 00:02:17,220 --> 00:02:20,400 around the state to validate anything from, you know, 49 00:02:20,400 --> 00:02:22,110 from the lab binder test, 50 00:02:22,110 --> 00:02:23,790 from mixture test result, 51 00:02:23,790 --> 00:02:25,560 also from the model simulation. 52 00:02:25,560 --> 00:02:29,804 So that's given us the confidence to present the 53 00:02:29,804 --> 00:02:32,430 the final binder selection catalog. 54 00:02:32,430 --> 00:02:36,390 - The key finding obviously is the grade that we are 55 00:02:36,390 --> 00:02:39,420 traditionally selecting for a new construction 56 00:02:39,420 --> 00:02:42,090 may not work for overlay because of the thickness 57 00:02:42,090 --> 00:02:44,070 of the overlay, which is, you know, 58 00:02:44,070 --> 00:02:46,560 thinner than a new construction obviously. 59 00:02:46,560 --> 00:02:50,070 And also the grade that is most likely 60 00:02:50,070 --> 00:02:52,650 we need to go better grade 61 00:02:52,650 --> 00:02:54,690 than in a new construction. 62 00:02:54,690 --> 00:02:57,960 - Using right binder for asphalt overlays. 63 00:02:57,960 --> 00:03:02,130 it will make the pavement last much, much longer. 64 00:03:02,130 --> 00:03:04,470 And that means save millions dollars 65 00:03:04,470 --> 00:03:06,570 of taxpayer money every year. 66 00:03:06,570 --> 00:03:08,970 - We'll have a better selection of the material 67 00:03:08,970 --> 00:03:11,550 which is basically on this particular is a binder grade 68 00:03:11,550 --> 00:03:13,200 so less maintenance, 69 00:03:13,200 --> 00:03:14,340 longer life, 70 00:03:14,340 --> 00:03:18,000 and less disturbance in the general public use 71 00:03:18,000 --> 00:03:19,170 of the, you know, pavement. 72 00:03:19,170 --> 00:03:20,400 - For more information 73 00:03:20,400 --> 00:03:23,340 and to find the publications for this project, 74 00:03:23,340 --> 00:03:25,920 please visit the TxDOT Research Library 75 00:03:25,920 --> 00:03:27,603 at the link shown below.