Optimal Application Timing and Cost Effectiveness of Crack Sealing in Asphalt Concrete Overlays in Louisiana

Tran-SET 2020 ◽  
2021 ◽  
Author(s):  
Momen R. Mousa ◽  
Mostafa A. Elseifi
2019 ◽  
Vol 145 (3) ◽  
pp. 04019029 ◽  
Author(s):  
Momen R. Mousa ◽  
Mostafa A. Elseifi ◽  
Mohammed Z. Bashar ◽  
Zhongjie Zhang ◽  
Kevin Gaspard ◽  
...  

2013 ◽  
Vol 166 (4) ◽  
pp. 214-221 ◽  
Author(s):  
Mehmet Sait Cülfik ◽  
Yetkin Yildirim

Author(s):  
Momen Mousa ◽  
Mostafa A. Elseifi ◽  
Mohammad Bashar ◽  
Zhongjie Zhang ◽  
Kevin Gaspard

One of the most common methods used to treat longitudinal and transverse cracks is crack sealing (CS), which is categorized as a preventive maintenance method. Field performance and cost-effectiveness of this treatment widely vary depending on pavement conditions and installation of the material. The objective of this study was to evaluate the field performance and cost-effectiveness of CS in flexible and composite pavements in hot and wet climates such as Louisiana, and to develop a model that would quantify the expected benefits of CS given project conditions. To achieve this objective, 28 control sections that were crack-sealed between 2003 and 2010 were monitored for at least four years. These sections included flexible and composite pavements, sealed and unsealed segments, and varying traffic levels. The performance of these sections was evaluated for the random cracking index (RCI) and roughness index (RI). Based on the results of this analysis, it was concluded that CS only has a significant impact on random cracking. When compared with untreated segments, CS extended pavement service life (PSL) by two years. When compared with the original pavement, CS extended PSL by 5.6 and 3.2 years for flexible and composite pavements, respectively, if applied at the correct time. The cost-benefit analysis indicated that CS is cost-effective whether asphalt emulsion or rubberized asphalt sealant is used. A non-linear regression model was developed to predict the extension in PSL because of CS without the need for performance data based on the average daily traffic (ADT), pavement type, and prior pavement conditions.


2007 ◽  
Vol 35 (6) ◽  
pp. 100952
Author(s):  
M. R. Mitchell ◽  
R. E. Link ◽  
Sukhanand S. Bhosale ◽  
Jnanendra N. Mandal

Author(s):  
R. Gary Hicks ◽  
Kimberly Dunn ◽  
James S. Moulthrop

Preventive maintenance techniques are considered useful in extending the life of a pavement if applied at the right time. Discussed here is a framework for a process that can be used to select the proper maintenance strategies for different distress types in asphalt pavements, depending on traffic level and environment. Maintenance treatments addressed include only crack seals, fog seals, slurry seals, microsurfacings, chip seals, thin asphalt concrete overlays, and other thin surface treatments. Types of distress considered include roughness, rutting, fatigue cracking, longitudinal cracking, raveling, weathering, and bleeding. Decision trees, based on the authors' experiences, are presented to illustrate the process in selecting appropriate maintenance treatments. A framework for evaluating the cost-effectiveness of the various maintenance treatments is presented. Existing methods for evaluating cost-effectiveness of maintenance are discussed together with their strengths and weaknesses. An example of cost-effectiveness for different maintenance treatments is also briefly presented.


2014 ◽  
Author(s):  
Donald E. Watson ◽  
Michael Heitzman ◽  
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