1 00:00:00,240 --> 00:00:02,990 (dramatic music) 2 00:00:07,117 --> 00:00:08,670 (traffic whooshing) 3 00:00:08,670 --> 00:00:09,810 - [Narrator] Throughout the state, 4 00:00:09,810 --> 00:00:12,000 bonding hot-mix asphalt mixtures 5 00:00:12,000 --> 00:00:14,940 to existing Portland cement concrete pavement 6 00:00:14,940 --> 00:00:16,980 is a continuing problem. 7 00:00:16,980 --> 00:00:19,920 Failure to achieve a good bond causes issues, 8 00:00:19,920 --> 00:00:21,360 such as potholes. 9 00:00:21,360 --> 00:00:23,100 This is worse at intersections 10 00:00:23,100 --> 00:00:27,000 where a more expensive overlay is needed to fix the problem. 11 00:00:27,000 --> 00:00:30,000 Researchers at the Center for Transportation Research 12 00:00:30,000 --> 00:00:32,760 at the University of Texas at Austin are looking 13 00:00:32,760 --> 00:00:35,730 into best practices to achieve an adequate bond 14 00:00:35,730 --> 00:00:39,180 between hot-mix asphalt and concrete pavement. 15 00:00:39,180 --> 00:00:41,400 - For this asphalt to work properly 16 00:00:41,400 --> 00:00:43,140 with the concrete payment underlying it, 17 00:00:43,140 --> 00:00:47,040 you apply a layer of tack coat, which is kind of a glue 18 00:00:47,040 --> 00:00:49,440 that is bonding the top asphalt layer 19 00:00:49,440 --> 00:00:51,780 with the bottom concrete layer. 20 00:00:51,780 --> 00:00:55,800 Occasionally it so happens that if the surface texture 21 00:00:55,800 --> 00:00:58,470 of the underlying layer is not good enough 22 00:00:58,470 --> 00:01:02,190 or if there's moisture or dust or the quality 23 00:01:02,190 --> 00:01:05,070 of tack coat is not appropriate, or the chemistry 24 00:01:05,070 --> 00:01:06,450 of the tack coat is not appropriate 25 00:01:06,450 --> 00:01:08,280 with the concrete surface, 26 00:01:08,280 --> 00:01:09,960 you don't get a good adhesion 27 00:01:09,960 --> 00:01:11,760 between that tack coat and the concrete 28 00:01:11,760 --> 00:01:14,040 or between the tack coat and the asphalt above it. 29 00:01:14,040 --> 00:01:17,490 - We've got a lot of concrete pavements throughout the state 30 00:01:17,490 --> 00:01:21,120 and historically they have had an issue 31 00:01:21,120 --> 00:01:24,600 bonding hot-mix layers to the top of them. 32 00:01:24,600 --> 00:01:27,570 So when we do hot-mix to hot-mix bonding 33 00:01:27,570 --> 00:01:30,930 we actually have a test that we can take a full depth core 34 00:01:30,930 --> 00:01:33,570 and we can test the shear strength of them. 35 00:01:33,570 --> 00:01:35,220 With concrete, that's difficult 36 00:01:35,220 --> 00:01:37,560 because we do continually reinforce concrete. 37 00:01:37,560 --> 00:01:41,490 So you would actually have to core down over a foot 38 00:01:41,490 --> 00:01:44,250 into the concrete most times and go through rebar. 39 00:01:44,250 --> 00:01:47,169 So that's not really a feasible test to run 40 00:01:47,169 --> 00:01:49,050 on concrete pavement. 41 00:01:49,050 --> 00:01:50,880 - The main goal of this project or the goals 42 00:01:50,880 --> 00:01:53,940 for this project were to study what kind of processes 43 00:01:53,940 --> 00:01:56,940 should be used to prepare the underlying concrete surface 44 00:01:56,940 --> 00:01:59,850 and how can we evaluate the quality of the bond 45 00:01:59,850 --> 00:02:01,740 between the asphalt and the concrete 46 00:02:01,740 --> 00:02:03,640 through that tack coat layer 47 00:02:03,640 --> 00:02:07,320 in a lab scenario and also in the field. 48 00:02:07,320 --> 00:02:10,290 And so part of this was also developing a field test 49 00:02:10,290 --> 00:02:13,200 that you could use for quality control purposes. 50 00:02:13,200 --> 00:02:15,420 - The work done included both field 51 00:02:15,420 --> 00:02:16,560 and laboratory work 52 00:02:16,560 --> 00:02:21,184 where we cast concrete pavement samples 53 00:02:21,184 --> 00:02:24,630 and compacted an overlay on them, 54 00:02:24,630 --> 00:02:27,540 and put a tack coat in between, 55 00:02:27,540 --> 00:02:31,650 and measured in the laboratory the shear strength 56 00:02:31,650 --> 00:02:33,390 and the pull-off strength. 57 00:02:33,390 --> 00:02:36,600 And then we also did some field work where we went out 58 00:02:36,600 --> 00:02:39,270 to actual sites where there's concrete pavement 59 00:02:39,270 --> 00:02:42,780 with a hot-mix overlay and we did coring 60 00:02:42,780 --> 00:02:44,850 so we could bring that back to the laboratory 61 00:02:44,850 --> 00:02:46,230 to do the shear testing. 62 00:02:46,230 --> 00:02:48,330 - What they did is they did take some full-depth cores 63 00:02:48,330 --> 00:02:51,510 for research but they also developed an in-situ test 64 00:02:51,510 --> 00:02:54,960 where they could take these little one-inch cores in place, 65 00:02:54,960 --> 00:02:58,380 do traffic control, not go all the way through the concrete 66 00:02:58,380 --> 00:03:01,830 and do a pull-off test right there on the roadway. 67 00:03:01,830 --> 00:03:03,900 And so they were able to correlate that test 68 00:03:03,900 --> 00:03:04,740 to the shear test. 69 00:03:04,740 --> 00:03:06,060 So we have a pretty good idea 70 00:03:06,060 --> 00:03:09,990 of what we feel is good quality in terms of bonding. 71 00:03:09,990 --> 00:03:13,740 - So ensuring that we have the best-quality materials, 72 00:03:13,740 --> 00:03:18,740 and the best design processes to avoid premature failures, 73 00:03:19,290 --> 00:03:21,150 and best design processes 74 00:03:21,150 --> 00:03:23,730 that will extend the serviceable life of pavement 75 00:03:23,730 --> 00:03:27,450 will ensure that we make best use of these taxpayer dollars. 76 00:03:27,450 --> 00:03:28,650 - It was a good study. 77 00:03:28,650 --> 00:03:31,710 It kind of reaffirmed what we thought were good practices. 78 00:03:31,710 --> 00:03:34,170 I think we do have a little bit more we could build 79 00:03:34,170 --> 00:03:37,140 on it in terms of what products maybe work the best 80 00:03:37,140 --> 00:03:38,850 and kind of pinpoint that 81 00:03:38,850 --> 00:03:42,120 but it also gave us this in-situ test to get more 82 00:03:42,120 --> 00:03:43,950 of an idea of when we do place it, 83 00:03:43,950 --> 00:03:46,705 did we get the performance we thought we'd get, 84 00:03:46,705 --> 00:03:49,530 whereas normally we can't do that just due to the depth 85 00:03:49,530 --> 00:03:51,630 that we have to core through concrete. 86 00:03:51,630 --> 00:03:52,830 - [Narrator] For more information 87 00:03:52,830 --> 00:03:54,540 and to find the publications 88 00:03:54,540 --> 00:03:58,380 for this project, please visit the TxDOT Research Library 89 00:03:58,380 --> 00:04:00,093 at the link shown below.