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contributor authorSang Ick Lee
contributor authorGisel Carrasco
contributor authorEnad Mahmoud
contributor authorLubinda F. Walubita
date accessioned2022-01-30T21:22:25Z
date available2022-01-30T21:22:25Z
date issued12/1/2020 12:00:00 AM
identifier otherJPEODX.0000226.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268082
description abstractSince the perpetual pavement (PP) concept was introduced, many countries and states, including Texas, have constructed PP roadways. To date, 10 PP sections in Texas have been in service since 2003. With the oldest section having a 15-year service life, there is an opportunity to review the existing design practice and field performance for enhancing the design procedures for cost-effectiveness. From reviewing comprehensive PP practices, the Texas PP design requires the thickest asphalt layers [533.4 mm (21  in.)], but other PP sections using thinner layers have comparably shown good field performance. To date, all Texas PP sections are in good condition with no major structural rehabilitations. Thus, the current Texas PP design procedure needs enhancement for cost-effectiveness. In this study, cost-effective PP design alternatives were proposed to improve design optimization, material quality, and constructability. The structural and economic validations indicated that the design alternatives analytically meet expected performance limits, which last for the 50-year design life without significant structural failures, with a total agency cost saving of up to 19% compared with the current design procedure.
publisherASCE
titleAlternative Structure and Material Designs for Cost-Effective Perpetual Pavements in Texas
typeJournal Paper
journal volume146
journal issue4
journal titleJournal of Transportation Engineering, Part B: Pavements
identifier doi10.1061/JPEODX.0000226
page12
treeJournal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 004
contenttypeFulltext


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