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Field Testing of Hot-Applied Traffic Paints.


PB265487

Publication Date 1977
Page Count 16
Abstract Three heated traffic paints and the State's standard unheated paint were compared on both asphalt and portland cement concrete pavements to determine relative drying times, performance, and durability. In addition, two gradations of glass beads were applied with each paint type. All paints performed better on asphalt concrete pavement than on portland cement concrete. On asphalt concrete pavement, snow and ice contributed to accelerated wear, probably masking potential differences in durability. In these tests, the standard unheated paint performed best, while the 120F heated paint performed poorest, although the difference was not large. In areas where snow and ice do not affect durability, larger differences in durability might be encountered, which could control the choice of paint to be used.
Keywords
  • Paints
  • Vehicular traffic control
  • Field tests
  • Flexible pavements
  • Concrete pavements
  • Drying
  • Performance evaluation
  • Durability
  • Glass
  • Beads
  • Highways
Source Agency
  • Federal Highway Administration
NTIS Subject Category
  • 50A - Highway Engineering
  • 71E - Coatings, Colorants, & Finishes
Corporate Authors New York State Dept. of Transportation, Albany. Engineering Research and Development Bureau.; Federal Highway Administration, Washington, D.C.
Supplemental Notes Sponsored in part by Federal Highway Administration, Washington, D.C.
Document Type Technical Report
Title Note Special rept.
NTIS Issue Number 197713
Field Testing of Hot-Applied Traffic Paints.
Field Testing of Hot-Applied Traffic Paints.
PB265487

  • Paints
  • Vehicular traffic control
  • Field tests
  • Flexible pavements
  • Concrete pavements
  • Drying
  • Performance evaluation
  • Durability
  • Glass
  • Beads
  • Highways
  • Federal Highway Administration
  • 50A - Highway Engineering
  • 71E - Coatings, Colorants, & Finishes
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