1 00:00:00,000 --> 00:00:05,000 (gentle music) (logo whooshing) 2 00:00:09,600 --> 00:00:11,700 - [Narrator] The Texas Department of Transportation 3 00:00:11,700 --> 00:00:14,310 and the University of Texas at El Paso 4 00:00:14,310 --> 00:00:17,280 studied the upper limits of field sands to determine 5 00:00:17,280 --> 00:00:21,180 how they may impact Superpave mixtures across the state. 6 00:00:21,180 --> 00:00:23,396 Field sands are used in pavements to reduce costs 7 00:00:23,396 --> 00:00:26,307 and binder requirements, but their use is limited 8 00:00:26,307 --> 00:00:30,213 in part to their impact on overall road performance. 9 00:00:31,770 --> 00:00:34,800 - So in the black roadways that you drive on, 10 00:00:34,800 --> 00:00:37,890 there is, of course, aggregate, intermediate aggregate, 11 00:00:37,890 --> 00:00:39,210 there's a fine aggregate. 12 00:00:39,210 --> 00:00:40,620 Typically, that fine aggregate 13 00:00:40,620 --> 00:00:42,603 is gonna be either a crusher fine, 14 00:00:42,603 --> 00:00:46,530 so if you're using limestone, as you're producing limestone, 15 00:00:46,530 --> 00:00:49,200 in the process of crushing, you generate dust, 16 00:00:49,200 --> 00:00:51,873 so that's gonna be more of a manufactured sand. 17 00:00:52,800 --> 00:00:55,650 You're just naturally creating that in the crushing process. 18 00:00:55,650 --> 00:00:58,680 East Texas uses a lot of river gravels and granites 19 00:00:58,680 --> 00:01:01,470 and things like that, so you have less of those, 20 00:01:01,470 --> 00:01:03,540 and so typically, your sands are gonna come 21 00:01:03,540 --> 00:01:05,010 from natural sand sources, 22 00:01:05,010 --> 00:01:07,530 which are unclean sands from things like riverbeds. 23 00:01:07,530 --> 00:01:11,340 - And some of it has expensive clays or volatile clays, 24 00:01:11,340 --> 00:01:13,710 which translates to expensive clays, 25 00:01:13,710 --> 00:01:16,140 and clay and water doesn't mix well, 26 00:01:16,140 --> 00:01:17,790 so that can lead to a lot of stripping 27 00:01:17,790 --> 00:01:22,230 that happens on the pavement, and that can happen very fast. 28 00:01:22,230 --> 00:01:25,410 There was several projects they start constructing. 29 00:01:25,410 --> 00:01:27,120 Within six months, they were having a lot 30 00:01:27,120 --> 00:01:29,190 of rutting failure, and the understanding 31 00:01:29,190 --> 00:01:31,440 is why this early failure is happening. 32 00:01:31,440 --> 00:01:33,690 - Historically, we had a test called sand equivalent, 33 00:01:33,690 --> 00:01:37,110 and so sand equivalent tells you how dirty the sand is, 34 00:01:37,110 --> 00:01:39,210 how much clay is on the sand, 35 00:01:39,210 --> 00:01:41,370 and so it passed all of those tests, 36 00:01:41,370 --> 00:01:43,740 and then we still had pretty bad failures rutting 37 00:01:43,740 --> 00:01:46,200 and stripping in the field, and so we started looking 38 00:01:46,200 --> 00:01:47,940 at another test called methylene blue, 39 00:01:47,940 --> 00:01:51,210 and the methylene blue gives you the reactivity of the clay, 40 00:01:51,210 --> 00:01:52,560 not just the quantity of clay. 41 00:01:52,560 --> 00:01:54,780 So when we ran that sand, it was very clean, 42 00:01:54,780 --> 00:01:56,490 but the small amount of clay that was on it 43 00:01:56,490 --> 00:01:58,170 was very reactive, and it caused failure, 44 00:01:58,170 --> 00:02:01,518 so we started this field project to look at all 45 00:02:01,518 --> 00:02:04,740 of the field sands throughout the state 46 00:02:04,740 --> 00:02:07,105 to see what combination of sand equivalent 47 00:02:07,105 --> 00:02:09,810 versus methylene blue we could utilize 48 00:02:09,810 --> 00:02:11,610 without seeing the pavement failure. 49 00:02:12,570 --> 00:02:15,060 - We ended up with 25 sources of field sands 50 00:02:15,060 --> 00:02:17,280 that they think they use 51 00:02:17,280 --> 00:02:18,780 that they would like us to look into, 52 00:02:18,780 --> 00:02:20,370 so we looked at them, and sure enough, 53 00:02:20,370 --> 00:02:23,220 we start seeing that yes, 54 00:02:23,220 --> 00:02:26,010 some of these field sands are very volatile 55 00:02:26,010 --> 00:02:28,530 because of that amount of clay they have in them, 56 00:02:28,530 --> 00:02:30,564 and they do affect early age failures. 57 00:02:30,564 --> 00:02:34,320 - We did come up with a rough guideline for that, 58 00:02:34,320 --> 00:02:35,400 and then we're actually taking this 59 00:02:35,400 --> 00:02:37,770 into an implementation-type project 60 00:02:37,770 --> 00:02:41,220 through an inter-agency contract with the university 61 00:02:41,220 --> 00:02:44,250 so that we can do more field testing 62 00:02:44,250 --> 00:02:47,310 on specific mix designs utilizing those materials, 63 00:02:47,310 --> 00:02:49,410 and then we're gonna check for stripping 64 00:02:49,410 --> 00:02:51,510 using the Hamburg wheel tracker test. 65 00:02:51,510 --> 00:02:53,400 - You don't have to do any other test 66 00:02:53,400 --> 00:02:54,360 that they don't do right now. 67 00:02:54,360 --> 00:02:56,160 We're not coming up with a new test. 68 00:02:56,160 --> 00:02:58,500 It's interpretation of the Hamburg data 69 00:02:58,500 --> 00:03:00,660 that comes out of the Hamburg test. 70 00:03:00,660 --> 00:03:03,870 You look at it and you can calculate a stripping value. 71 00:03:03,870 --> 00:03:07,410 If that stripping value is above the limit, 72 00:03:07,410 --> 00:03:09,270 then you know you're gonna have issues 73 00:03:09,270 --> 00:03:10,560 in terms of early failure. 74 00:03:10,560 --> 00:03:12,570 If it's not, you're gonna do well. 75 00:03:12,570 --> 00:03:14,550 - One project in particular, I mean, 76 00:03:14,550 --> 00:03:17,460 it was failing before it was open to the traveling public, 77 00:03:17,460 --> 00:03:20,580 so we're trying to prevent that from happening again, 78 00:03:20,580 --> 00:03:23,820 but we also don't want to limit available sources, 79 00:03:23,820 --> 00:03:26,310 so like I mentioned, 80 00:03:26,310 --> 00:03:29,460 East Texas has locally available material on site. 81 00:03:29,460 --> 00:03:31,350 If we just say you can't use it 82 00:03:31,350 --> 00:03:32,910 because we don't want any failures, 83 00:03:32,910 --> 00:03:34,800 where's that sand coming from? 84 00:03:34,800 --> 00:03:37,470 That means they have to rail it in, so all of a sudden, 85 00:03:37,470 --> 00:03:40,443 projects increase pretty drastically in price. 86 00:03:41,610 --> 00:03:42,840 - [Narrator] For more information 87 00:03:42,840 --> 00:03:45,210 and to find the publication for this project, 88 00:03:45,210 --> 00:03:47,550 please visit the TxDOT research library 89 00:03:47,550 --> 00:03:48,750 at the link shown below.