1 00:00:03,136 --> 00:00:05,636 (light music) 2 00:00:07,350 --> 00:00:09,750 - [Narrator] Reflective cracking is a type of cracking 3 00:00:09,750 --> 00:00:12,990 that occurs when a new asphalt overlay is placed 4 00:00:12,990 --> 00:00:16,350 over older pavement with pre-existing cracks. 5 00:00:16,350 --> 00:00:19,350 Often new cracks will form, mirroring the cracks 6 00:00:19,350 --> 00:00:21,390 in the underlying layer. 7 00:00:21,390 --> 00:00:24,060 Geogrids placed between the two layers 8 00:00:24,060 --> 00:00:26,790 have shown promise in mitigating the issue, 9 00:00:26,790 --> 00:00:28,560 but further research was needed 10 00:00:28,560 --> 00:00:31,260 to develop design criteria. 11 00:00:31,260 --> 00:00:33,600 The Texas Department of Transportation 12 00:00:33,600 --> 00:00:35,310 and researchers with the Center 13 00:00:35,310 --> 00:00:38,550 for Transportation Research conducted a field study 14 00:00:38,550 --> 00:00:42,360 to quantify the structural benefits of geogrids. 15 00:00:42,360 --> 00:00:44,760 - We use the same concept for this geosynthetics 16 00:00:45,900 --> 00:00:49,320 because we've been using geosynthetics for a long time, 17 00:00:49,320 --> 00:00:53,790 textile on bases, on the soils and aggregates. 18 00:00:53,790 --> 00:00:56,550 But now this research 19 00:00:56,550 --> 00:01:00,270 was using the same materials, a little bit modified 20 00:01:00,270 --> 00:01:02,850 for the asphalt, for the top layers. 21 00:01:02,850 --> 00:01:05,430 - By having that geosynthetic reinforcement, 22 00:01:05,430 --> 00:01:09,240 not only you mitigate the reflective cracking, 23 00:01:09,240 --> 00:01:13,590 but you also increase the structural capacity. 24 00:01:13,590 --> 00:01:17,700 And we knew that that happened, but we had not quantified 25 00:01:17,700 --> 00:01:21,120 and we even, and without being able to quantify it, 26 00:01:21,120 --> 00:01:23,670 we do not know how to incorporate it into the design. 27 00:01:23,670 --> 00:01:27,570 So the objective of this project was to quantify 28 00:01:27,570 --> 00:01:31,230 the structural benefits of geosynthetics 29 00:01:31,230 --> 00:01:34,380 when used with asphalt overlays. 30 00:01:34,380 --> 00:01:38,520 - The research included a comprehensive, full scale monetary 31 00:01:38,520 --> 00:01:43,520 program included in SH21 in Bastrop county, Texas. 32 00:01:44,010 --> 00:01:45,990 This program involved the use 33 00:01:45,990 --> 00:01:48,990 of varied geosynthetic reinforcement products, 34 00:01:48,990 --> 00:01:50,640 placed between the asphalt layers 35 00:01:50,640 --> 00:01:52,590 across multiple test sections, 36 00:01:52,590 --> 00:01:56,700 - Something on the order of 24 test sections, all of them 37 00:01:56,700 --> 00:01:59,493 with different types of geosynthetics, 38 00:02:00,492 --> 00:02:02,160 some of them without geosynthetics. 39 00:02:02,160 --> 00:02:04,770 Now, the problem with roadway projects when we have these 40 00:02:04,770 --> 00:02:08,490 test sections is that we need to wait 15, 20 years 41 00:02:08,490 --> 00:02:11,542 to understand the differences between these 24 42 00:02:11,542 --> 00:02:13,200 test sections. 43 00:02:13,200 --> 00:02:15,780 So in order not to have to wait for that long, 44 00:02:15,780 --> 00:02:19,590 we installed a significant number of sensors. 45 00:02:19,590 --> 00:02:21,600 - [Speaker] Some of these test sections were equipped 46 00:02:21,600 --> 00:02:23,070 with a range of sensors, 47 00:02:23,070 --> 00:02:25,893 including asphalt strain gauges, thermocouples, 48 00:02:26,730 --> 00:02:31,020 geophones, and moisture sensors to monitor performance. 49 00:02:31,020 --> 00:02:33,780 - These were all instrumented test sections, 50 00:02:33,780 --> 00:02:37,050 so we were able to understand the response 51 00:02:37,050 --> 00:02:41,640 and the benefits immediately or soon after construction. 52 00:02:41,640 --> 00:02:45,900 And we gather a lot of data from this monitoring project, 53 00:02:45,900 --> 00:02:48,180 and we evaluated the data. 54 00:02:48,180 --> 00:02:51,903 - We will continue monitoring projects like SH21 55 00:02:51,903 --> 00:02:54,660 to document the long-term benefits 56 00:02:54,660 --> 00:02:56,790 of the geosynthetic reinforcement. 57 00:02:56,790 --> 00:02:58,530 Updating specifications 58 00:02:58,530 --> 00:03:00,750 and test procedures will also help 59 00:03:00,750 --> 00:03:04,110 to ensure the technology is applied effectively. 60 00:03:04,110 --> 00:03:08,940 - Essentially, when we use geosynthetic to reinforce 61 00:03:08,940 --> 00:03:13,890 as faultic layer, we have an increased structural capacity. 62 00:03:13,890 --> 00:03:16,260 This increased structural capacity has not been 63 00:03:16,260 --> 00:03:18,690 accounted for in the past, 64 00:03:18,690 --> 00:03:20,670 and by accounting for it, 65 00:03:20,670 --> 00:03:23,790 we can have significant cost benefits, 66 00:03:23,790 --> 00:03:27,210 either by decreasing the thickness of, 67 00:03:27,210 --> 00:03:30,330 or the required thickness of a given asphalt overlay, 68 00:03:30,330 --> 00:03:32,940 or for a given thickness of the asphalt overlay 69 00:03:32,940 --> 00:03:35,640 to extend its design life. 70 00:03:35,640 --> 00:03:36,900 - [Narrator] For more information 71 00:03:36,900 --> 00:03:39,900 and to find the publications for this project, 72 00:03:39,900 --> 00:03:43,406 please visit the TX DOT Research Library 73 00:03:43,406 --> 00:03:44,606 at the link shown below.