Abstract

Porous asphalt wearing courses are a type of high-performance wearing course with technical features such as high skid resistance and low noise, as well as abilities that inhibit water mist during rainy weather conditions, prevent skidding during high-speed driving, and alleviate dazzle light during night driving. With the gradual popularization of this high-performance wearing course in China, the problem of its matched markings has become a growing concern. Hot melting scrape coating markings are commonly used in porous asphalt wearing course designs. However, this marking technology has associated problems. For example, its application often blocks the pores of the porous asphalt and causes surface water to gather on rainy days. It also attenuates the functional properties of porous asphalt. Additionally, material consumption increases because of marking infiltration. The proposed permeable marking technology addresses issues of performance concerning drainability, high skid resistance, and all-dimensional and all-weather reflection. Technical problems, such as pore blockage from ordinary markings, are successfully resolved by using an active bicomponent marking material through its reaction into membranes and in combination with rotating-coating type or discontinuous-extrusion type marking application technology. From the laboratory and in situ tests, it was determined that adhesion, reflection in the dark, wet driving conditions, and pavement skid-resistance value from the marking are improved.

References

1.
Cao
,
D.
,
Liu
,
Q.
, and
Tang
,
G.
,
Porous Asphalt Pavement
,
China Communications Press
,
Beijing, China
,
2009
, pp. 
1
4
.
2.
Xu
,
B.
,
Chen
,
J.
,
Zhou
,
C.
, and
Wang
,
W.
, “
Study on Marshall Design Parameters of Porous Asphalt Mixture Using Limestone as Coarse Aggregate
,”
Constr. Build. Mater.
, Vol. 
124
,
2016
, pp. 
846
854
, https://doi.org/10.1016/j.conbuildmat.2016.08.005
3.
Wu
,
Y.
, “
Current Status of Road Marking Coating Development
,”
Chem. Eng.
, Vol. 
3
,
2009
, pp. 
48
50
.
4.
Guan
,
L.
, “
Comparison between MMA Bi-Component Road Marking Coating and Hot Melting Marking Coating
,”
Heilongjiang Commun. Sci. Technol.
, Vol. 
10
,
2013
, pp. 
155
157
.
5.
GB/T 24722-2009
Glass Beads for Road Markings
,
Standardization Administration of the People’s Republic of China
,
Beijing, China
,
2009
, http://www.sac.gov.cn/
6.
JTG E60-2008
Field Test Methods for Subgrade and Pavement for Highway Engineering
,
Ministry of Transport of the People’s Republic of China
,
Beijing, China
,
2008
, http://www.mot.gov.cn/
7.
GB/T 16311-2009
Specification and Testing Method for Road Traffic Markings
,
Standardization Administration of the People’s Republic of China
,
Beijing, China
,
2009
, http://www.sac.gov.cn/
8.
JTG E20-2011
Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering
,
Ministry of Transport of the People’s Republic of China
,
Beijing, China
,
2011
, http://www.mot.gov.cn/
9.
Gao
,
W.
,
Du
,
L.-M.
, and
Guan
,
L.-S.
, “
Dotted Wet Night Reflective Marking Materials and Their Applications
,”
Shanxi Commun. Sci. Technol.
, No. 
1
,
2011
, pp. 
65
68
.
10.
Li
,
Z.
and
Gou
,
J.
, “
Sensitivity Analysis on Dry and Wet Retro Reflectivity of Pavement Markings
,” presented at the
Transportation Research Board 89th Annual Meeting
, Washington, DC, Jan. 10–14,
2010
,
Transportation Research Board
,
Washington, DC
.
11.
Cottrell
,
B. H.
, “
Evaluation of Pavement Markings for Improved Visibility during Wet Night Conditions
,”
Virginia Transportation Research Council
,
Charlottesville, VA
,
1996
, pp. 
3
4
.
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