1 00:00:00,845 --> 00:00:03,512 (logo swooshes) 2 00:00:08,950 --> 00:00:10,600 - [Narrator] The road construction industry 3 00:00:10,600 --> 00:00:13,020 is a leader in sustainability. 4 00:00:13,020 --> 00:00:14,340 Recycled materials, 5 00:00:14,340 --> 00:00:17,600 especially Reclaimed Asphalt Pavements, or R.A.P., 6 00:00:17,600 --> 00:00:20,780 and Recycled Asphalt Shingles, or R.A.S., 7 00:00:20,780 --> 00:00:23,640 dramatically reduce road building costs, 8 00:00:23,640 --> 00:00:26,160 while being environmentally friendly. 9 00:00:26,160 --> 00:00:27,880 But getting the right formulations 10 00:00:27,880 --> 00:00:30,610 in order to achieve good engineering performance 11 00:00:30,610 --> 00:00:33,840 is a challenge, thanks to all the variables. 12 00:00:33,840 --> 00:00:35,400 To make needed improvements, 13 00:00:35,400 --> 00:00:37,330 a synthesis project was performed 14 00:00:37,330 --> 00:00:40,320 by the Texas A and M Transportation Institute. 15 00:00:40,320 --> 00:00:45,320 Designed to revise TxDOT's standards and specifications. 16 00:00:45,530 --> 00:00:48,910 - Sustainability efforts motivate the increased use 17 00:00:48,910 --> 00:00:52,640 of recycled asphalt materials in asphalt pavements. 18 00:00:52,640 --> 00:00:55,250 So we are trying to increase the amount 19 00:00:55,250 --> 00:00:57,780 of reclaimed asphalt pavement or RAP, 20 00:00:57,780 --> 00:01:00,740 and/or recycled asphalt shingles or RAS 21 00:01:00,740 --> 00:01:02,400 in our asphalt pavements, 22 00:01:02,400 --> 00:01:04,710 for both economic and environmental benefits. 23 00:01:04,710 --> 00:01:07,010 - Traditionally at TxDOT we've used 24 00:01:07,010 --> 00:01:09,420 a lot of recycled material. 25 00:01:09,420 --> 00:01:13,170 The problem is, is when we use recycled material 26 00:01:13,170 --> 00:01:14,790 we don't have a good way to quantify 27 00:01:14,790 --> 00:01:16,750 how much binder we're actually getting. 28 00:01:16,750 --> 00:01:18,890 - [Amy] We have to make sure that we're going to engineer 29 00:01:18,890 --> 00:01:21,580 the combination of materials that's unique 30 00:01:21,580 --> 00:01:25,490 for every set of virgin materials, aggregate and binder, 31 00:01:25,490 --> 00:01:27,640 and recycled asphalt materials, 32 00:01:27,640 --> 00:01:29,530 as well as any additives. 33 00:01:29,530 --> 00:01:32,630 And so part of that focus of engineering 34 00:01:32,630 --> 00:01:34,640 the combination of materials, 35 00:01:34,640 --> 00:01:39,230 is to understand how much old-aged stiff binder 36 00:01:39,230 --> 00:01:41,313 you're getting off your RAP and RAS. 37 00:01:42,550 --> 00:01:43,750 - [Travis] On a national standard, 38 00:01:43,750 --> 00:01:45,480 what you, most people use, 39 00:01:45,480 --> 00:01:47,880 is either solvent extraction or ignition oven, 40 00:01:47,880 --> 00:01:50,200 which is essentially it's a very, very hot oven. 41 00:01:50,200 --> 00:01:51,480 The problem with that is 42 00:01:51,480 --> 00:01:52,730 if you put something in there, 43 00:01:52,730 --> 00:01:54,360 it will burn it off regardless. 44 00:01:54,360 --> 00:01:55,410 If you put it in solvent, 45 00:01:55,410 --> 00:01:57,930 it will pull all of the asphalt out. 46 00:01:57,930 --> 00:02:00,370 But it could be in the middle of that rock, right, 47 00:02:00,370 --> 00:02:01,560 that you're removing this binder, 48 00:02:01,560 --> 00:02:04,360 and we're accounting for it as if it's actually 49 00:02:04,360 --> 00:02:05,940 contributing in the mix; 50 00:02:05,940 --> 00:02:07,333 and most the time it's not. 51 00:02:08,660 --> 00:02:11,180 Across the state, 52 00:02:11,180 --> 00:02:15,220 what we're finding is anywhere from 16 to 96% 53 00:02:15,220 --> 00:02:17,310 of your recycled binder is actually usable 54 00:02:17,310 --> 00:02:19,670 in recycled asphalt pavements. 55 00:02:19,670 --> 00:02:22,080 On average, it's 40 to 45%, 56 00:02:22,080 --> 00:02:24,530 and then we just call it a good average and go with it. 57 00:02:24,530 --> 00:02:26,910 You have to account for the climatic conditions, 58 00:02:26,910 --> 00:02:27,790 how long it's been out there, 59 00:02:27,790 --> 00:02:30,450 so we really do need a test to quantify 60 00:02:30,450 --> 00:02:31,500 how much is in there. 61 00:02:32,630 --> 00:02:34,230 - We did come up with a recommendation 62 00:02:34,230 --> 00:02:37,890 of using 75% recycled binder availability 63 00:02:37,890 --> 00:02:40,000 when a few conditions are met. 64 00:02:40,000 --> 00:02:42,270 What they should do is try to get ahold of 65 00:02:42,270 --> 00:02:43,710 a few of their RAP sources 66 00:02:43,710 --> 00:02:46,960 and extract and recover the binder would help, 67 00:02:46,960 --> 00:02:49,200 to know how stiff their binder is 68 00:02:49,200 --> 00:02:51,530 in the recycled asphalt pavement. 69 00:02:51,530 --> 00:02:54,700 And that that can help them know, in mixed design, 70 00:02:54,700 --> 00:02:57,110 should I reduce the binder availability 71 00:02:57,110 --> 00:02:59,370 from a hundred percent, which is what's currently assumed, 72 00:02:59,370 --> 00:03:01,220 down to 75%, for example. 73 00:03:01,220 --> 00:03:02,320 And I think that alone, 74 00:03:02,320 --> 00:03:04,410 would go a long way to making sure 75 00:03:04,410 --> 00:03:07,890 that we have enough effective binder from the old material, 76 00:03:07,890 --> 00:03:10,487 the RAP, and from the new virgin binder, 77 00:03:10,487 --> 00:03:14,183 to coat and bind our aggregates together. 78 00:03:15,170 --> 00:03:16,340 - [Narrator] For more information 79 00:03:16,340 --> 00:03:18,830 and to find the publications for this project, 80 00:03:18,830 --> 00:03:21,700 please visit the TxDOT Research Library 81 00:03:21,700 --> 00:03:23,223 at the link shown below.