A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Paint Stripe and Glass Bead Study Report 1. Field Test Sections
One hundred individual test sections involving over 230 miles of pavement with more than 24,000 individual centerline stripes were included in this study. In addition 69 miles of continuous edgelines were placed and studied. Paint thickness ranged from 5.4 to 20.2 miles. Bead application rates varied from 1.4 to 9.3 pounds per gallon. On the basis of area covered the beads varied from .010 to .068 pounds per square foot of stripe. (BPR abstract)
Paint Stripe and Glass Bead Study Report 1. Field Test Sections
One hundred individual test sections involving over 230 miles of pavement with more than 24,000 individual centerline stripes were included in this study. In addition 69 miles of continuous edgelines were placed and studied. Paint thickness ranged from 5.4 to 20.2 miles. Bead application rates varied from 1.4 to 9.3 pounds per gallon. On the basis of area covered the beads varied from .010 to .068 pounds per square foot of stripe. (BPR abstract)
Paint Stripe and Glass Bead Study Report 1. Field Test Sections
G. A. McCaskill (author) / C. F. Crumpton (author)
1969
59 pages
Report
No indication
English
Coatings, Colorants, & Finishes , Civil Engineering , Roads , Pavements , Markers , Paints , Glass , Spheres , Reflectors , Safety , Wear resistance , Brightness , Life expectancy , Kansas
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