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contributor authorAlireza Shams
contributor authorWayne A. Sarasua
contributor authorBradley J. Putman
contributor authorWilliam J. Davis
contributor authorJennifer H. Ogle
date accessioned2022-01-30T21:21:55Z
date available2022-01-30T21:21:55Z
date issued12/1/2020 12:00:00 AM
identifier otherJPEODX.0000213.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268068
description abstractHighway pavement cross slope is a crucially important cross-sectional design element to properly drain water on highways and improve driver safety by reducing the potential for vehicle hydroplaning. This research estimates the potential of hydroplaning with regard to water depth, and a range of vehicle speed, tire tread depth, tire pressure, pavement surface texture, and cross slope. The research uses a sensitivity analysis of mathematical models developed previously to estimate hydroplaning potential for different inputs. The range of inputs includes conservative values from a road user standpoint (e.g., high vehicle speeds, low tire pressure, and nearly bald tires) in combination with minimum design criteria (e.g., pavement surface texture and cross slope). The benefits of higher cross slopes and open graded friction course surface textures is also considered. A range of rainfall intensity inputs are included in the analysis; however, intensities greater than 76.2  mm/h (3  in./h) are not of significant concern from a hydroplaning standpoint because the lack of visibility tends to cause even the most aggressive drivers to slow down well below critical speeds. The paper includes a series of tables and figures that state highway agencies can use to help assess hydroplaning potential based on roadway pavement and cross-sectional design characteristics.
publisherASCE
titleHighway Cross-Sectional Design and Maintenance to Minimize Hydroplaning
typeJournal Paper
journal volume146
journal issue4
journal titleJournal of Transportation Engineering, Part B: Pavements
identifier doi10.1061/JPEODX.0000213
page11
treeJournal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 004
contenttypeFulltext


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