1 00:00:00,611 --> 00:00:05,611 (gentle music) (air whooshes) 2 00:00:08,370 --> 00:00:11,100 - [Narrator] They are one of the most recognizable parts 3 00:00:11,100 --> 00:00:13,500 of construction on Texas highways. 4 00:00:13,500 --> 00:00:17,250 Portable concrete barriers, or PCBs, are designed 5 00:00:17,250 --> 00:00:21,420 to protect workers and drivers in construction zones. 6 00:00:21,420 --> 00:00:25,290 Damage to PCBs can shorten their life expectancy. 7 00:00:25,290 --> 00:00:28,560 Cracks and chipping can occur when struck by a vehicle, 8 00:00:28,560 --> 00:00:29,580 that can also happen 9 00:00:29,580 --> 00:00:32,880 while being stored or in transit to a location. 10 00:00:32,880 --> 00:00:36,030 Defining the service life of PCBs is important 11 00:00:36,030 --> 00:00:39,930 to reducing the risk of unsafe barriers in use. 12 00:00:39,930 --> 00:00:42,150 The Texas Department of Transportation 13 00:00:42,150 --> 00:00:45,150 and the Texas A & M Transportation Institute 14 00:00:45,150 --> 00:00:48,510 are working to develop best practices for the management 15 00:00:48,510 --> 00:00:52,530 of repairing or replacing PCB segments. 16 00:00:52,530 --> 00:00:54,960 - The problem with concrete barrier is that 17 00:00:54,960 --> 00:00:56,908 up to the point of this research, 18 00:00:56,908 --> 00:01:00,090 there were no really federal guidelines 19 00:01:00,090 --> 00:01:05,090 that would suggest, or state guidelines for Texas 20 00:01:05,550 --> 00:01:10,020 that would suggest what is the service life 21 00:01:10,020 --> 00:01:11,070 for these barriers. 22 00:01:11,070 --> 00:01:12,870 - So what this project does, 23 00:01:12,870 --> 00:01:16,710 it will help the districts and the maintenance crews 24 00:01:16,710 --> 00:01:21,390 determine when a particular concrete traffic barrier 25 00:01:21,390 --> 00:01:24,840 is acceptable after use or after impact, 26 00:01:24,840 --> 00:01:27,030 or whether it can be repaired, 27 00:01:27,030 --> 00:01:29,370 or whether it needs to be discarded. 28 00:01:29,370 --> 00:01:32,340 - So we went and reviewed the existing literature. 29 00:01:32,340 --> 00:01:35,253 We look at the state practices from other DOTs, 30 00:01:36,466 --> 00:01:38,250 but that wasn't enough. 31 00:01:38,250 --> 00:01:40,020 We wanted to specifically look 32 00:01:40,020 --> 00:01:42,120 at the barriers that TxDOT is using, 33 00:01:42,120 --> 00:01:45,570 the portable concrete barrier segments that TxDOT is using, 34 00:01:45,570 --> 00:01:49,860 and we wanted to make sure of these existing literature, 35 00:01:49,860 --> 00:01:52,680 the state of practice from other states 36 00:01:52,680 --> 00:01:55,950 complementing them with the component testing, 37 00:01:55,950 --> 00:01:59,160 computer simulations to predict behaviors 38 00:01:59,160 --> 00:02:01,050 and the full scale crash testing. 39 00:02:01,050 --> 00:02:03,990 Barriers that we identified that would help us 40 00:02:03,990 --> 00:02:06,630 make any decision with these guidelines. 41 00:02:06,630 --> 00:02:09,360 - We determine our critical type of connection 42 00:02:09,360 --> 00:02:12,540 between the precast barriers and, you know, 43 00:02:12,540 --> 00:02:16,320 what type of deformation we thought would be acceptable 44 00:02:16,320 --> 00:02:18,600 within that particular connection type. 45 00:02:18,600 --> 00:02:22,320 That was probably one of the more critical aspects of this. 46 00:02:22,320 --> 00:02:25,680 - The nice thing is that we do conduct a lot of testing 47 00:02:25,680 --> 00:02:28,530 with portable concrete barriers, different type of barriers 48 00:02:28,530 --> 00:02:30,000 but, you know, portable concrete barriers. 49 00:02:30,000 --> 00:02:32,760 So we have experience from that perspective. 50 00:02:32,760 --> 00:02:35,310 We were able to go and review all the crash testing 51 00:02:35,310 --> 00:02:36,240 that we conducted, 52 00:02:36,240 --> 00:02:39,570 understanding what were the damage modes, number one, 53 00:02:39,570 --> 00:02:42,690 and what were the type of damage mode 54 00:02:42,690 --> 00:02:46,980 that the characteristics that we identified in testing. 55 00:02:46,980 --> 00:02:51,980 We also look at locations that we could visit 56 00:02:52,050 --> 00:02:55,920 to review these portable concrete barrier segments 57 00:02:55,920 --> 00:03:00,240 as they actually were used on the roadways. 58 00:03:00,240 --> 00:03:02,820 And we use all that information when we finally 59 00:03:02,820 --> 00:03:06,120 make our decision on how to proceed with the testing. 60 00:03:06,120 --> 00:03:08,282 - The results of this research will be incorporated 61 00:03:08,282 --> 00:03:11,070 into guidance for the maintenance districts 62 00:03:11,070 --> 00:03:13,650 and the 25 districts around the state. 63 00:03:13,650 --> 00:03:17,580 So the districts now have a much better idea 64 00:03:17,580 --> 00:03:21,330 and guidelines as to, "Okay, what do I need to do 65 00:03:21,330 --> 00:03:23,576 to make sure this barrier is safe to put out 66 00:03:23,576 --> 00:03:25,530 on the Texas roadways?" 67 00:03:25,530 --> 00:03:28,770 - The results of this project is actually 68 00:03:28,770 --> 00:03:31,830 a visual guideline that we developed. 69 00:03:31,830 --> 00:03:34,830 This visual guideline is supposed to support 70 00:03:34,830 --> 00:03:36,960 the engineer in charge to make a decision 71 00:03:36,960 --> 00:03:39,540 whether the barrier segments needs to be replaced 72 00:03:39,540 --> 00:03:43,680 and needs to be repaired, or are still fine for use 73 00:03:43,680 --> 00:03:46,620 which is going to be hopefully make it easier 74 00:03:46,620 --> 00:03:49,410 to the engineer in charge to make that determination. 75 00:03:49,410 --> 00:03:50,640 - [Narrator] For more information 76 00:03:50,640 --> 00:03:53,610 and to find the publications for this project, 77 00:03:53,610 --> 00:03:56,190 please visit the TxDOT Research Library 78 00:03:56,190 --> 00:03:57,873 at the link shown below.