1 00:00:00,000 --> 00:00:05,000 (serene music) (logo whooshes) 2 00:00:07,320 --> 00:00:09,270 - [Narrator] The use of precast components 3 00:00:09,270 --> 00:00:11,820 during bridge construction is a technique 4 00:00:11,820 --> 00:00:14,280 that can speed up the construction process 5 00:00:14,280 --> 00:00:16,200 and increase worker safety. 6 00:00:16,200 --> 00:00:19,500 Texas has been prefabricating deck panels, girders 7 00:00:19,500 --> 00:00:21,150 and bent caps for years, 8 00:00:21,150 --> 00:00:25,080 but bridge columns are typically cast in place. 9 00:00:25,080 --> 00:00:28,440 In TxDOT Project 0-7089, 10 00:00:28,440 --> 00:00:30,600 the Texas Department of Transportation 11 00:00:30,600 --> 00:00:34,200 and Researchers with the Center for Transportation Research 12 00:00:34,200 --> 00:00:36,240 developed design recommendations 13 00:00:36,240 --> 00:00:39,420 and standards for precast bridge columns. 14 00:00:39,420 --> 00:00:42,420 - So Texas has been moving towards this idea 15 00:00:42,420 --> 00:00:46,020 of accelerated bridge construction now for a few decades. 16 00:00:46,020 --> 00:00:48,870 And really the last piece of the puzzle 17 00:00:48,870 --> 00:00:53,640 for the main construction of bridges is the column. 18 00:00:53,640 --> 00:00:55,110 - Currently in the State of Texas, 19 00:00:55,110 --> 00:00:58,950 these are cast in place elements 20 00:00:58,950 --> 00:01:02,340 and within the context of this project, 21 00:01:02,340 --> 00:01:05,100 we worked on precast concrete solutions 22 00:01:05,100 --> 00:01:08,190 for the columns in bridge substructures. 23 00:01:08,190 --> 00:01:10,770 The precast concrete shells 24 00:01:10,770 --> 00:01:13,260 to be used in column construction 25 00:01:13,260 --> 00:01:15,420 were built at a precast yard, 26 00:01:15,420 --> 00:01:17,700 shipped over to our laboratory, 27 00:01:17,700 --> 00:01:20,490 and we ended up completing the construction 28 00:01:20,490 --> 00:01:23,550 in a total precast type of setting 29 00:01:23,550 --> 00:01:26,520 and actually tested the structural behavior 30 00:01:26,520 --> 00:01:27,540 of those elements 31 00:01:27,540 --> 00:01:30,210 at Ferguson Structural Engineering Laboratory. 32 00:01:30,210 --> 00:01:32,670 In understanding the behavior 33 00:01:32,670 --> 00:01:34,980 that we observed in the laboratory, 34 00:01:34,980 --> 00:01:38,190 we needed to construct finite element models 35 00:01:38,190 --> 00:01:42,390 and try to study the behavior of force transfer 36 00:01:42,390 --> 00:01:45,150 from bridge decks all the way to the foundations 37 00:01:45,150 --> 00:01:47,070 in a more comprehensive manner, 38 00:01:47,070 --> 00:01:50,190 and that was also accomplished at Ferguson Lab. 39 00:01:50,190 --> 00:01:51,900 - The key finding of this research 40 00:01:51,900 --> 00:01:54,630 was a large-scale test results 41 00:01:54,630 --> 00:01:57,990 that proves that we can use a precast column 42 00:01:57,990 --> 00:02:00,210 in a real world scenario 43 00:02:00,210 --> 00:02:03,510 using an accelerated bridge construction idea 44 00:02:03,510 --> 00:02:04,830 throughout the project, 45 00:02:04,830 --> 00:02:07,170 and all of that can be precast ahead of time, 46 00:02:07,170 --> 00:02:09,600 allowing shorter construction times 47 00:02:09,600 --> 00:02:12,810 and less impact to our road users. 48 00:02:12,810 --> 00:02:15,750 - We have now precast concrete solutions 49 00:02:15,750 --> 00:02:18,930 for typical bridge columns, 50 00:02:18,930 --> 00:02:23,460 and their strength and their overall deformation behavior 51 00:02:23,460 --> 00:02:27,570 and their projected behavior under anticipated loads 52 00:02:27,570 --> 00:02:29,190 are no inferior to, 53 00:02:29,190 --> 00:02:32,280 and certainly superior than the current standards 54 00:02:32,280 --> 00:02:33,510 that we have. 55 00:02:33,510 --> 00:02:36,690 And with that in place, 56 00:02:36,690 --> 00:02:39,930 implementation of the research fund findings 57 00:02:39,930 --> 00:02:42,960 will likely to produce wonderful results 58 00:02:42,960 --> 00:02:46,620 in terms of reducing construction cost 59 00:02:46,620 --> 00:02:49,650 and certainly improving durability. 60 00:02:49,650 --> 00:02:50,940 - [Narrator] For more information 61 00:02:50,940 --> 00:02:53,970 and to find the publications for this project, 62 00:02:53,970 --> 00:02:56,610 please visit the TxDOT Research Library 63 00:02:56,610 --> 00:02:58,353 at the link shown below.