1 00:00:10,940 --> 00:00:12,170 - [Narrator] Some new pavements, 2 00:00:12,170 --> 00:00:14,430 which have cement treated materials, 3 00:00:14,430 --> 00:00:18,424 fail prematurely, experiencing rutting, or cracking. 4 00:00:18,424 --> 00:00:22,092 This project tries to determine why the problem exists 5 00:00:22,092 --> 00:00:26,510 and how to make these specific pavements more reliable. 6 00:00:26,510 --> 00:00:29,740 Researchers with the University of Texas at El Paso 7 00:00:29,740 --> 00:00:33,130 have developed new mixed design specifications 8 00:00:33,130 --> 00:00:36,263 after an extensive laboratory evaluation. 9 00:00:37,410 --> 00:00:40,090 - In Texas, we have several thousand miles 10 00:00:40,090 --> 00:00:44,290 of cement treated pavements with cement treated layers. 11 00:00:44,290 --> 00:00:46,780 And a lot of our districts now are grappling 12 00:00:46,780 --> 00:00:49,520 with issues related to the premature failure, 13 00:00:49,520 --> 00:00:51,036 cracking of the pavements, 14 00:00:51,036 --> 00:00:54,820 and anything that jeopardizes the longevity of our pavement. 15 00:00:54,820 --> 00:00:59,750 - There have been cases where pavements using 16 00:00:59,750 --> 00:01:03,633 cement treated layers had not reached 17 00:01:03,633 --> 00:01:06,910 their predicted pavement life. 18 00:01:06,910 --> 00:01:10,767 And so it was thought that there could be two problems. 19 00:01:10,767 --> 00:01:15,233 One could be either with the cement treated layers 20 00:01:15,233 --> 00:01:20,090 or the prediction using the models. 21 00:01:20,090 --> 00:01:21,300 - [Reza Ashtiani] So the main motivation 22 00:01:21,300 --> 00:01:22,960 that we had for this project was 23 00:01:22,960 --> 00:01:26,510 to look into the current practices that we have 24 00:01:26,510 --> 00:01:29,480 for the design of cement treated layers. 25 00:01:29,480 --> 00:01:32,270 And then we basically we'll look into 26 00:01:32,270 --> 00:01:36,050 how we can improve the current mixture designs 27 00:01:36,050 --> 00:01:36,883 that we have. 28 00:01:36,883 --> 00:01:39,320 - [Wade Blackmon] We actually have quite a bit 29 00:01:39,320 --> 00:01:41,533 of cement treated materials projects 30 00:01:41,533 --> 00:01:46,533 because it's one of the more cost-effective means 31 00:01:46,536 --> 00:01:51,536 of recycling materials or adding strength. 32 00:01:52,104 --> 00:01:57,104 The issue was strength versus cracking. 33 00:01:57,900 --> 00:02:02,170 - There are several issues that contributes 34 00:02:02,170 --> 00:02:04,980 to the cracking failure and issues related to 35 00:02:04,980 --> 00:02:06,880 the longevity of the pavements. 36 00:02:06,880 --> 00:02:07,960 Obviously the first one 37 00:02:07,960 --> 00:02:10,510 is the laboratory mixture design. 38 00:02:10,510 --> 00:02:12,990 If we get the mixture designed wrong 39 00:02:12,990 --> 00:02:16,132 all the dominoes will fall afterwards. 40 00:02:16,132 --> 00:02:20,400 We also looked into other aspects such as fatigue cracking 41 00:02:20,400 --> 00:02:22,980 that we have in cement treated layers 42 00:02:22,980 --> 00:02:24,610 and the way that we looked at it was 43 00:02:24,610 --> 00:02:27,130 we basically looked into development 44 00:02:27,130 --> 00:02:29,250 of a new fatigue performance model. 45 00:02:29,250 --> 00:02:33,110 And we calibrated that over 62 pavement sections 46 00:02:33,110 --> 00:02:37,100 all across Texas, making sure that we consider the diversity 47 00:02:37,100 --> 00:02:39,440 of the climate that we have in Texas 48 00:02:39,440 --> 00:02:42,796 as well as the diversity of the materials that we have. 49 00:02:42,796 --> 00:02:46,330 One of the major outcome of this project 50 00:02:46,330 --> 00:02:50,858 was a refined specification for cement treated material. 51 00:02:50,858 --> 00:02:53,100 In this newest specification 52 00:02:53,100 --> 00:02:56,442 we considered compressive strength, tensile strength, 53 00:02:56,442 --> 00:02:58,383 shrinkage cracking potential, 54 00:02:58,383 --> 00:03:02,560 as well as looking at the durability protocols. 55 00:03:02,560 --> 00:03:04,990 - Some of the main benefits would be 56 00:03:04,990 --> 00:03:09,661 smoother pavements, longer lasting pavements, 57 00:03:09,661 --> 00:03:14,661 which would be a significant cost savings to the public. 58 00:03:15,030 --> 00:03:20,030 So better testing, which is what is suggested 59 00:03:20,490 --> 00:03:24,338 by this new specification, better testing will lead to 60 00:03:24,338 --> 00:03:29,090 longer-lasting pavements, better riding pavements 61 00:03:29,930 --> 00:03:31,090 - [Narrator] For more information, 62 00:03:31,090 --> 00:03:33,650 and to find the publications for this project, 63 00:03:33,650 --> 00:03:36,520 please visit the TexDOT research library 64 00:03:36,520 --> 00:03:38,073 at the link shown below.