Spherical glass beads embedded within paint aid in visibility of pavement markings at night. Retroreflectivity measurements on roadways are based on ASTM E1710, a standard using parameters for an automobile 30 meters from the point of interest on the pavement. Various manufacturers’ equipment replicate this geometry and conveniently conduct measurements on pavement markings. However, aircraft geometry varies widely, and entrance and observation angles differ significantly from those of a passenger car. Literature suggests that the higher refractive index of Type III beads (1.9) over Type I beads (1.5) provides a higher peak reflectance but returns light at a narrower range of angles than Type I. A complete angle scatter instrument measured the bidirectional reflectance distribution function of beads of both types embedded in white paint. Results are reported for angles more appropriate for large-aircraft geometries. Limited results from this study confirm the higher retroreflective peak of Type III beads, but also suggest that Type I may beads provide marginally higher retroreflectivity for large aircraft with observation angles exceeding ±7°, as encountered during taxiing.
Experimental Determination of Glass Bead Retroreflectivity for Aircraft Geometries
International Airfield and Highway Pavements Conference 2019 ; 2019 ; Chicago, Illinois
Airfield and Highway Pavements 2019 ; 436-446
2019-07-18
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Transportation Research Record | 2020
|Impact of Bead Density on Paint Pavement Marking Retroreflectivity
Online Contents | 2010
|Impact of Bead Density on Paint Pavement Marking Retroreflectivity
British Library Online Contents | 2010
|Transportation Research Record | 2014
|Retroreflectivity Database Study
NTIS | 2009
|