contributor author | Guanghua Zhang | |
contributor author | Joseph E. Hummer | |
contributor author | William Rasdorf | |
date accessioned | 2017-05-08T22:01:44Z | |
date available | 2017-05-08T22:01:44Z | |
date copyright | August 2010 | |
date issued | 2010 | |
identifier other | %28asce%29te%2E1943-5436%2E0000187.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/69138 | |
description abstract | This 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. | |
publisher | American Society of Civil Engineers | |
title | Impact of Bead Density on Paint Pavement Marking Retroreflectivity | |
type | Journal Paper | |
journal volume | 136 | |
journal issue | 8 | |
journal title | Journal of Transportation Engineering, Part A: Systems | |
identifier doi | 10.1061/(ASCE)TE.1943-5436.0000142 | |
tree | Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 008 | |
contenttype | Fulltext | |