Lateral And Longitudinal Grip Variation

dc.contributorVirginia Tech Transportation Instituteen
dc.contributor.authorWoodward, Daviden
dc.contributor.authorMillar, Phillipen
dc.date.accessioned2014-09-05T19:54:49Zen
dc.date.available2014-09-05T19:54:49Zen
dc.date.issued2012en
dc.description.abstractLongitudinal measurement of wet skid resistance is used in many countries to manage the safety of its highway asset. The effect of aggregate type/size, asphalt type / age, degree of trafficking, climate, corners, braking etc. can all be seen in the measured data. However, longitudinal measurement does not show differences in grip across the lane being measured. This paper first considers typical longitudinal variation and then looks at the effect of lateral variation. Simple examples are given for each. The combination of longitudinal and lateral variation is considered in the context of racing circuits. Three case studies explore how GPS based grip data can be plotted using GIS software. The case studies show how the vehicle/tyre interacts with the asphalt surface trying to seek equilibrium conditions.en
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/50462en
dc.language.isoen_USen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectWet skid resistanceen
dc.subjectHighway safetyen
dc.subjectBrakingen
dc.subjectClimateen
dc.subjectCornersen
dc.titleLateral And Longitudinal Grip Variationen
dc.title.serial7th Symposium on Pavement Surface Characteristics: SURF 2012en
dc.typeArticleen
dc.type.dcmitypeTexten

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