1 00:00:00,189 --> 00:00:02,772 (gentle music) 2 00:00:07,251 --> 00:00:10,140 - [Narrator] High performance concrete, or HPC, 3 00:00:10,140 --> 00:00:12,360 has many applications in Texas, 4 00:00:12,360 --> 00:00:15,150 including its use in bridge decks. 5 00:00:15,150 --> 00:00:19,620 The durability of HPCs offers extra protection to bridges, 6 00:00:19,620 --> 00:00:21,840 especially in areas where corrosion 7 00:00:21,840 --> 00:00:24,930 from deicing salts can be an issue. 8 00:00:24,930 --> 00:00:27,210 The Texas Department of Transportation 9 00:00:27,210 --> 00:00:31,470 and researchers with the Texas A&M Transportation Institute 10 00:00:31,470 --> 00:00:35,310 are working to develop new performance-based specifications 11 00:00:35,310 --> 00:00:37,200 for high performance concrete 12 00:00:37,200 --> 00:00:40,830 that will help ensure its long-term durability. 13 00:00:40,830 --> 00:00:45,830 - TEX DOT use the mix design option one to five 14 00:00:45,870 --> 00:00:49,023 and eight in item 421, 15 00:00:50,550 --> 00:00:52,800 as in high performance concrete in bridge deck. 16 00:00:52,800 --> 00:00:55,680 However, these mixes are originally developed 17 00:00:55,680 --> 00:00:58,110 for alkali silica reaction mitigation, 18 00:00:58,110 --> 00:01:01,710 and primarily focused on maintaining high strength 19 00:01:01,710 --> 00:01:03,930 and with low water-cement ratio. 20 00:01:03,930 --> 00:01:07,230 So high strength is the main criteria, 21 00:01:07,230 --> 00:01:10,530 but that doesn't really define high performance concrete. 22 00:01:10,530 --> 00:01:14,580 - So currently, TEX DOT requires prescriptive specifications 23 00:01:14,580 --> 00:01:19,380 when we talk about high performance concrete requirements, 24 00:01:19,380 --> 00:01:22,290 so there has been a move through industry nationwide 25 00:01:22,290 --> 00:01:26,760 to go more of a performance-based type of specification, 26 00:01:26,760 --> 00:01:31,080 and so this research was the attempt to develop 27 00:01:31,080 --> 00:01:33,810 what those performance limits would be, 28 00:01:33,810 --> 00:01:38,400 what tests we need to have the contractor focus on 29 00:01:38,400 --> 00:01:40,260 to determine whether that mix design 30 00:01:40,260 --> 00:01:43,470 is going to be considered a high performance concrete 31 00:01:43,470 --> 00:01:45,690 with these new criteria limits. 32 00:01:45,690 --> 00:01:47,010 - In the major durability issues, 33 00:01:47,010 --> 00:01:49,620 like alkali silicon reaction in concrete, 34 00:01:49,620 --> 00:01:53,100 shrinkage in concrete, transport property, 35 00:01:53,100 --> 00:01:56,250 the chloride durability, and freeze-thaw durability 36 00:01:56,250 --> 00:01:58,320 are not addressed in the current options, 37 00:01:58,320 --> 00:02:02,070 so we actually address these four major durability aspects 38 00:02:02,070 --> 00:02:03,270 in this project. 39 00:02:03,270 --> 00:02:06,150 The transport property, so what we did is a rapid 40 00:02:06,150 --> 00:02:10,470 and reliable way to measure the concrete transport property. 41 00:02:10,470 --> 00:02:13,560 We introduce resistivity, we improve that test, 42 00:02:13,560 --> 00:02:16,290 we improve a better procedure to do formation factor 43 00:02:16,290 --> 00:02:19,110 from resistivity, better transport property, 44 00:02:19,110 --> 00:02:22,800 which leads to better way to do the chloride prediction 45 00:02:22,800 --> 00:02:24,630 and increase the durability prediction. 46 00:02:24,630 --> 00:02:27,270 And we also develop a Excel-based TEX DOT tool. 47 00:02:27,270 --> 00:02:28,800 That tool allow you 48 00:02:28,800 --> 00:02:31,350 to do the very rapid way of performance evaluation 49 00:02:31,350 --> 00:02:33,930 during mixed design and trial batch stages. 50 00:02:33,930 --> 00:02:36,360 - We're trying to help the contractor out as well, 51 00:02:36,360 --> 00:02:38,040 so we're trying to help him to say 52 00:02:38,040 --> 00:02:41,640 if you know some basic information about your materials, 53 00:02:41,640 --> 00:02:45,360 you could input 'em into the tool and then it would tell you 54 00:02:45,360 --> 00:02:47,970 we think these are going to meet, 55 00:02:47,970 --> 00:02:51,300 so you could kind of selectively pick your mix designs 56 00:02:51,300 --> 00:02:53,340 that you're gonna go send for testing. 57 00:02:53,340 --> 00:02:55,440 - So basically, TEX DOT tool that we developed 58 00:02:55,440 --> 00:02:57,060 as a performance specification, 59 00:02:57,060 --> 00:03:00,630 it's going to help to test the common mix design practice 60 00:03:00,630 --> 00:03:04,020 and see whether it is qualified as an HPC or not. 61 00:03:04,020 --> 00:03:06,480 And if it is not, then the fine tuning 62 00:03:06,480 --> 00:03:08,880 and improving recommendation will be provided. 63 00:03:08,880 --> 00:03:12,600 - Those deicing salts do tend to corrode 64 00:03:12,600 --> 00:03:15,510 or distress our bridges, so the idea 65 00:03:15,510 --> 00:03:18,690 of making sure we have high performance concrete 66 00:03:18,690 --> 00:03:20,850 in those regions is going to save us 67 00:03:20,850 --> 00:03:22,320 in terms of a maintenance budget 68 00:03:22,320 --> 00:03:24,630 and then delays for the traveling public as well, 69 00:03:24,630 --> 00:03:27,990 and the life of the structure should extend as well, right? 70 00:03:27,990 --> 00:03:30,000 So we're not gonna be replacing decks 71 00:03:30,000 --> 00:03:32,970 because they're corroding or doing deck overlays. 72 00:03:32,970 --> 00:03:37,920 We can now push maybe that activity out 10, 20 years further 73 00:03:37,920 --> 00:03:40,830 because we have a better concrete 74 00:03:40,830 --> 00:03:42,720 that was used to construct those. 75 00:03:42,720 --> 00:03:43,980 - [Narrator] For more information 76 00:03:43,980 --> 00:03:47,010 and to find the publications for this project, 77 00:03:47,010 --> 00:03:49,680 please visit the TEX DOT Research library 78 00:03:49,680 --> 00:03:51,393 at the link shown below.