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NC Data Summary

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Shared by: Nuhman Paramban
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posted:
11/23/2011
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To my understanding, newly applied pavement markings are expected to meet the ASTM D 6359

(250 millicandela (mcd) minimum for white, and 175-mcd minimum for yellow). The material

slowly degrades over time. At this point, no minimum level of retro reflectivity has been set.

According to past studies, most motorists report that the stripes become more difficult to see

when the retroreflectivity falls between 80-100 mcd.



The Excel spreadsheet (NC summary.xls) shows the average values for the sections of roadway

in your region. Due to the variability in striping and the retroreflectometer used for collecting data,

an average over a stretch of roadway is the best way to observe the values. Here is an example

of the retroreflectivity across an entire section. This data was collected on 8/20/2003. This stripe

was painted on 4/28/2003. It appears to be maintaining its retroreflectivity with an average value

2

of about 200 mcd/m /lx.





SR 2 WB MP 138-128 White Edge Line



300



250

Retroreflectivity

(mcd/m^2/lx)









200



150



100



50



0

126 128 130 132 134 136 138 140

MP





We will collect more data from these sections of roadway through the fall and winter to observe

how the paint stripes degrade as time passes. I also attached another spreadsheet

(Nccomparison.xls) comparing the sections of roadway in your region with data collected in other

regions. I grouped the information by the AADT for the sections of roadway.



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