Show simple item record

contributor authorGuanghua Zhang
contributor authorJoseph E. Hummer
contributor authorWilliam Rasdorf
date accessioned2017-05-08T22:01:44Z
date available2017-05-08T22:01:44Z
date copyrightAugust 2010
date issued2010
identifier other%28asce%29te%2E1943-5436%2E0000187.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69138
description abstractThis paper addresses the impact of bead density on paint pavement marking retroreflectivity. The writers collected retroreflectivity data and glass bead images on 40 segments of two-lane highways. Bead density is defined as the surface percentage of glass beads exposed above the paint marking material. Numerous methods for determining bead density were considered and studied. A new approach, referred to as a computer-aided counting method, was developed and a bead density analysis program was written. The program was used to analyze 108 images to obtain a bead density value for each image. A correlation study was conducted between pavement marking retroreflectivity and bead density. The findings of the study show that the normal range of glass bead density for older markings is 9–24% of the paint marking surface area. Furthermore, bead density values have a positive correlation with marking retroreflectivity readings; higher bead density leads to higher retroreflectivity. White paint markings have significantly higher retroreflectivity values than do yellow markings when the bead density values are the same.
publisherAmerican Society of Civil Engineers
titleImpact of Bead Density on Paint Pavement Marking Retroreflectivity
typeJournal Paper
journal volume136
journal issue8
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000142
treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 008
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record