1 00:00:08,910 --> 00:00:11,760 - [Narrator] Seal coats on Texas roads are unique. 2 00:00:11,760 --> 00:00:14,520 In addition to using pre-coated aggregates, 3 00:00:14,520 --> 00:00:17,550 most binders are applied to the roadway hot. 4 00:00:17,550 --> 00:00:20,490 The process improves adhesion between the aggregate 5 00:00:20,490 --> 00:00:24,600 and binder and eliminates dust, but questions have remained 6 00:00:24,600 --> 00:00:27,180 about how much to pre-coat and what types 7 00:00:27,180 --> 00:00:30,660 of tests are best to determine ideal coverage. 8 00:00:30,660 --> 00:00:33,194 Working with the Texas Department of Transportation, 9 00:00:33,194 --> 00:00:35,790 researchers at the University of Texas 10 00:00:35,790 --> 00:00:37,980 Center for Transportation Research 11 00:00:37,980 --> 00:00:41,910 evaluated the overall effectiveness of re-coating aggregates 12 00:00:41,910 --> 00:00:43,890 and developed an image analysis 13 00:00:43,890 --> 00:00:48,240 and testing procedure to obtain an ideal coverage rate. 14 00:00:48,240 --> 00:00:50,310 - We've got 25 districts in TxDOT 15 00:00:50,310 --> 00:00:52,800 and everybody does something different. 16 00:00:52,800 --> 00:00:56,490 So our spec doesn't really say that 17 00:00:56,490 --> 00:00:58,950 we have to have it exactly this certain way. 18 00:00:58,950 --> 00:01:00,300 That's why this was developed, 19 00:01:00,300 --> 00:01:02,130 so that everybody would be pre-coating 20 00:01:02,130 --> 00:01:04,188 with the same target value rather than just 21 00:01:04,188 --> 00:01:05,970 this is the way we do it over here 22 00:01:05,970 --> 00:01:07,680 and this is the way we do it over here. 23 00:01:07,680 --> 00:01:10,380 - Item 301 chip seal aggregate says 24 00:01:10,380 --> 00:01:12,900 that the aggregate, if it's pre-coated, 25 00:01:12,900 --> 00:01:17,490 should be pre-coated to the satisfaction of the engineer. 26 00:01:17,490 --> 00:01:20,670 And the question is, well what does that really mean 27 00:01:20,670 --> 00:01:24,930 in terms of how much re-coating is satisfactory to 28 00:01:24,930 --> 00:01:27,630 produce good results in a chip seal? 29 00:01:27,630 --> 00:01:31,410 - So there is an optimal amount of coating that is needed 30 00:01:31,410 --> 00:01:33,930 and so far that has been very subjective 31 00:01:33,930 --> 00:01:35,370 and experience-based. 32 00:01:35,370 --> 00:01:36,791 But the purpose of this study was to 33 00:01:36,791 --> 00:01:39,930 systematically study this and find out 34 00:01:39,930 --> 00:01:43,020 for different kinds of aggregates what that window is 35 00:01:43,020 --> 00:01:45,180 or how much re-coating is optimal. 36 00:01:45,180 --> 00:01:46,770 - They kind of thought outside the box 37 00:01:46,770 --> 00:01:48,900 and came up with testing to figure out 38 00:01:48,900 --> 00:01:51,030 how they could do performance testing. 39 00:01:51,030 --> 00:01:54,030 They did this sweep test to see how well it was bonding. 40 00:01:54,030 --> 00:01:57,390 - What we determined is that the optimum amount of 41 00:01:57,390 --> 00:02:00,090 pre-coating of asphalt on chip seal aggregate 42 00:02:00,090 --> 00:02:02,820 is approximately 50%. 43 00:02:02,820 --> 00:02:07,050 And we have developed a image analysis process to look 44 00:02:07,050 --> 00:02:08,010 at that. 45 00:02:08,010 --> 00:02:10,715 So you can determine whether you have 50 to 46 00:02:10,715 --> 00:02:15,120 about 85% coverage of the surface with asphalt. 47 00:02:15,120 --> 00:02:17,520 That seems to be the optimum amount 48 00:02:17,520 --> 00:02:20,760 of surface covered to give you the best bang for the buck 49 00:02:20,760 --> 00:02:23,703 in terms of retention of aggregate in a chip seal project. 50 00:02:25,650 --> 00:02:28,770 - The next steps would be to provide the engineers 51 00:02:28,770 --> 00:02:31,860 in the field with some kind of a quick and easy tool 52 00:02:31,860 --> 00:02:34,620 by which they can assess that the aggregates are pre-coated 53 00:02:34,620 --> 00:02:37,020 to the extent that they should be pre-coated 54 00:02:37,020 --> 00:02:39,030 and more education. 55 00:02:39,030 --> 00:02:40,920 Making sure that they understand the findings 56 00:02:40,920 --> 00:02:44,610 from this study and implement it on a day-to-day basis. 57 00:02:44,610 --> 00:02:49,050 - For us to have the knowledge of what the ideal rate 58 00:02:49,050 --> 00:02:51,360 of application for the pre-coat would be, 59 00:02:51,360 --> 00:02:52,560 it's better for everybody. 60 00:02:52,560 --> 00:02:55,110 It's better for the contractors when they bid it. 61 00:02:55,110 --> 00:02:58,620 They know exactly what percentage that they need to have 62 00:02:58,620 --> 00:03:01,920 and then also it makes a more durable seal coat 63 00:03:01,920 --> 00:03:04,500 for TxDOT because it's gonna last longer, 64 00:03:04,500 --> 00:03:05,880 we're not gonna lose that material. 65 00:03:05,880 --> 00:03:08,910 So it's just a win-win for everybody. 66 00:03:08,910 --> 00:03:10,140 - [Narrator] For more information 67 00:03:10,140 --> 00:03:13,110 and to find the publications for this project, 68 00:03:13,110 --> 00:03:15,630 please visit the TxDOT Research Library 69 00:03:15,630 --> 00:03:17,373 at the link shown below.