1 00:00:00,264 --> 00:00:03,014 (dramatic music) 2 00:00:07,530 --> 00:00:09,300 - [Narrator] Pre-stressed concrete beams 3 00:00:09,300 --> 00:00:12,330 are used in many bridges across Texas. 4 00:00:12,330 --> 00:00:14,640 The American Association of State Highway 5 00:00:14,640 --> 00:00:17,610 and Transportation Officials, or AASHTO, 6 00:00:17,610 --> 00:00:20,130 provides strength requirements for these beams 7 00:00:20,130 --> 00:00:21,870 based on past tests, 8 00:00:21,870 --> 00:00:24,000 but advancements in concrete materials 9 00:00:24,000 --> 00:00:27,900 have brought about the need to reexamine the specifications. 10 00:00:27,900 --> 00:00:30,240 The Texas Department of Transportation 11 00:00:30,240 --> 00:00:33,810 and researchers with Texas A&M University 12 00:00:33,810 --> 00:00:37,170 have looked at the minimum sheer reinforcement requirements 13 00:00:37,170 --> 00:00:41,250 for pre-stressed concrete beams to determine their accuracy 14 00:00:41,250 --> 00:00:44,580 and develop design guidelines that could lower costs 15 00:00:44,580 --> 00:00:46,680 and speed up bridge construction. 16 00:00:46,680 --> 00:00:48,990 - As we progress in the field 17 00:00:48,990 --> 00:00:51,660 and we have new materials, for example, 18 00:00:51,660 --> 00:00:54,780 high-strength concrete, we have high-strength steel, 19 00:00:54,780 --> 00:00:58,440 also, we have larger members, larger cross sections, 20 00:00:58,440 --> 00:01:01,770 there is a natural need to reevaluate 21 00:01:01,770 --> 00:01:05,130 if those requirements that have been based on, 22 00:01:05,130 --> 00:01:08,970 I would say, older designs are still valid 23 00:01:08,970 --> 00:01:11,850 or if we should look at those again and refined. 24 00:01:11,850 --> 00:01:15,600 - So we felt it is needed to take the advantage 25 00:01:15,600 --> 00:01:18,330 of this advancement to revisit 26 00:01:18,330 --> 00:01:21,419 the minimum share enforcement requirement 27 00:01:21,419 --> 00:01:25,770 that we use to design or enforce concrete beams. 28 00:01:25,770 --> 00:01:27,360 If we are able to do that, 29 00:01:27,360 --> 00:01:30,750 that could lead to significant savings, 30 00:01:30,750 --> 00:01:34,650 and that can also help us to have a better approach 31 00:01:34,650 --> 00:01:38,550 in designing of bridges in the state of Texas. 32 00:01:38,550 --> 00:01:40,650 - There was one part of the research 33 00:01:40,650 --> 00:01:44,250 that was data analysis and model development, 34 00:01:44,250 --> 00:01:49,250 so that was essentially analyzing a database. 35 00:01:50,910 --> 00:01:53,610 The other part was finite element analysis, 36 00:01:53,610 --> 00:01:58,610 because we realize that we need to expand our database 37 00:01:59,010 --> 00:02:01,890 and we realize that we definitely need to do some testing. 38 00:02:01,890 --> 00:02:05,580 However, the testing is much more expensive, 39 00:02:05,580 --> 00:02:09,570 so we need to be careful to select, to investigate, 40 00:02:09,570 --> 00:02:12,930 I would say, the most important variations. 41 00:02:12,930 --> 00:02:16,590 So a portion of this extra case evaluation 42 00:02:16,590 --> 00:02:19,650 was done in the lab, and we test, actually, 43 00:02:19,650 --> 00:02:24,150 22 designs in 11 girders, and these girders were quite big, 44 00:02:24,150 --> 00:02:28,770 so we're talking about 50-feet long girders on average, 45 00:02:28,770 --> 00:02:30,750 so quite large specimens. 46 00:02:30,750 --> 00:02:32,250 In addition to that, 47 00:02:32,250 --> 00:02:35,310 we developed finite element analysis models, 48 00:02:35,310 --> 00:02:40,020 where we calibrated them with existing test data 49 00:02:40,020 --> 00:02:42,270 and then we used them to run analysis 50 00:02:42,270 --> 00:02:44,370 on cases which were not in the database, 51 00:02:44,370 --> 00:02:47,220 but were not in the lab either. 52 00:02:47,220 --> 00:02:52,140 - In test docs, as we continue to strive for quality, 53 00:02:52,140 --> 00:02:55,530 as we continue to improve and fine tune our process 54 00:02:55,530 --> 00:02:57,720 of designing bridges, 55 00:02:57,720 --> 00:03:02,400 we continually make use of research effort, 56 00:03:02,400 --> 00:03:06,060 and from that research, we can come back in the department 57 00:03:06,060 --> 00:03:08,520 to refine those research outcome 58 00:03:08,520 --> 00:03:10,620 and see how we can implement it, 59 00:03:10,620 --> 00:03:15,270 because this implementation will bring a lot of cost saving 60 00:03:15,270 --> 00:03:17,550 in terms of dollar cost, 61 00:03:17,550 --> 00:03:20,670 and also in terms of road user cost, 62 00:03:20,670 --> 00:03:25,410 and in terms of a delay that are typically being observed 63 00:03:25,410 --> 00:03:29,070 during bridge construction across the state. 64 00:03:29,070 --> 00:03:32,880 So that is the major benefit of this research, 65 00:03:32,880 --> 00:03:35,580 and it is a continuous effort 66 00:03:35,580 --> 00:03:37,680 that we'll continue to improve on. 67 00:03:37,680 --> 00:03:38,940 - [Narrator] For more information 68 00:03:38,940 --> 00:03:41,970 and to find the publications for this project, 69 00:03:41,970 --> 00:03:44,610 please visit the TXDOT Research Library 70 00:03:44,610 --> 00:03:46,353 at the link shown below.