1 00:00:00,801 --> 00:00:03,468 (air swooshing) 2 00:00:07,440 --> 00:00:09,180 - [Narrator] The seamless bridge concept 3 00:00:09,180 --> 00:00:11,550 originally proposed in Australia, 4 00:00:11,550 --> 00:00:13,380 eliminates expansion joints 5 00:00:13,380 --> 00:00:16,440 between the bridge and the pavement. 6 00:00:16,440 --> 00:00:20,820 Continuously reinforced concrete pavement, or CRCP, 7 00:00:20,820 --> 00:00:24,450 is used to create a transition zone between the bridge deck 8 00:00:24,450 --> 00:00:28,230 and the CRCP to reduce long-term maintenance cost 9 00:00:28,230 --> 00:00:31,200 and improve durability of the bridge. 10 00:00:31,200 --> 00:00:33,570 The Center for Transportation Research 11 00:00:33,570 --> 00:00:37,290 recently completed a study on the performance and design 12 00:00:37,290 --> 00:00:40,470 of Seamless bridge CRCP systems 13 00:00:40,470 --> 00:00:42,540 to closely analyze the behavior 14 00:00:42,540 --> 00:00:44,970 of seamless bridge pavement systems 15 00:00:44,970 --> 00:00:47,790 and propose general design recommendations 16 00:00:47,790 --> 00:00:51,000 for practical applications in the US. 17 00:00:51,000 --> 00:00:52,620 - Those traveling, public's probably notices this, 18 00:00:52,620 --> 00:00:57,300 if you go over a bridge in January when it's 20 degrees, 19 00:00:57,300 --> 00:00:59,580 there'll be kind of a little bit louder bump, 20 00:00:59,580 --> 00:01:01,410 and that's because the bridge joint 21 00:01:01,410 --> 00:01:03,240 has opened up a little bit. 22 00:01:03,240 --> 00:01:07,590 But also that joint allows a lot of corrosion causing agents 23 00:01:07,590 --> 00:01:10,560 to actually pass from the bridge deck down into 24 00:01:10,560 --> 00:01:13,200 the girders and substructure elements 25 00:01:13,200 --> 00:01:16,590 leading potentially to corrosion issues. 26 00:01:16,590 --> 00:01:19,050 locking up of the joints and the bearings, 27 00:01:19,050 --> 00:01:22,470 they end up kind of impacting the long-term behavior. 28 00:01:22,470 --> 00:01:26,280 - If we can develop a bridge that is jointless, 29 00:01:26,280 --> 00:01:30,263 in fact, we have solved major percentage, 30 00:01:30,263 --> 00:01:34,950 we have eliminated a major cause of corrosion in bridges. 31 00:01:34,950 --> 00:01:37,530 - The goal was to try to look at the viability 32 00:01:37,530 --> 00:01:40,140 of using the seamless technology here 33 00:01:40,140 --> 00:01:43,410 and then to try to develop a bond breaking element 34 00:01:43,410 --> 00:01:45,420 that you could put between the embankment, 35 00:01:45,420 --> 00:01:47,190 the foundation onto the embankment, 36 00:01:47,190 --> 00:01:48,720 and that slab that you're extending 37 00:01:48,720 --> 00:01:51,960 that allows the concrete slab then to expand and contract. 38 00:01:51,960 --> 00:01:55,560 We started off by evaluating various bond breakers 39 00:01:55,560 --> 00:01:58,860 in a smaller test setup to try to look at 40 00:01:58,860 --> 00:02:00,180 we could cast the concrete 41 00:02:00,180 --> 00:02:02,460 that would prevent the concrete from bonding then 42 00:02:02,460 --> 00:02:04,620 with the base material that we have, 43 00:02:04,620 --> 00:02:06,870 and then we would subject that to some shearing 44 00:02:06,870 --> 00:02:08,970 and get a measurement to the coefficient of friction. 45 00:02:08,970 --> 00:02:12,330 So we did kind of find, we think the bond breaker 46 00:02:12,330 --> 00:02:13,860 that we would need from that. 47 00:02:13,860 --> 00:02:15,240 And then we've also developed a 48 00:02:15,240 --> 00:02:17,670 pretty comprehensive design methodology. 49 00:02:17,670 --> 00:02:21,780 - What has been done now is the laboratory study. 50 00:02:21,780 --> 00:02:26,520 So the next phase is to do an actual implementation 51 00:02:26,520 --> 00:02:29,580 of this research on an actual bridge. 52 00:02:29,580 --> 00:02:32,820 With implementation, we'll be able to monitor 53 00:02:32,820 --> 00:02:36,420 the performance and correlate the field study 54 00:02:36,420 --> 00:02:40,860 with the laboratory result that we have collected. 55 00:02:40,860 --> 00:02:43,170 - We think it'll improve the ride quality on the bridge, 56 00:02:43,170 --> 00:02:46,470 but also long-term maintenance issues, 57 00:02:46,470 --> 00:02:49,560 the costs of maintaining that bridge long term 58 00:02:49,560 --> 00:02:50,490 will be reduced. 59 00:02:50,490 --> 00:02:54,150 So there's a, we think good viability on a wide range 60 00:02:54,150 --> 00:02:56,250 of Texas bridges where this might 61 00:02:56,250 --> 00:02:58,320 provide a very good solution. 62 00:02:58,320 --> 00:02:59,610 - [Narrator] For more information 63 00:02:59,610 --> 00:03:02,610 and to find the publications for this project, 64 00:03:02,610 --> 00:03:05,280 please visit the Texas DOT research library 65 00:03:05,280 --> 00:03:06,993 at the link shown below.