Deterioration Characteristics of Waterborne Pavement Markings Subjected to Different Operating Conditions

Author:

Mohamed Maged1,Skinner Andrew1,Abdel-Rahim Ahmed2,Kassem Emad3,Chang Kevin4

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Idaho, 875 Perimeter Dr. MS 0901, Moscow, ID 83844-0901.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Idaho, 875 Perimeter Dr. MS 0901, Moscow, ID 83844-0901.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Idaho, 875 Perimeter Dr. MS 1022, Moscow, ID 83844-0901.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Idaho, 875 Perimeter Dr. MS 1022, Moscow, ID 83844-0901 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference11 articles.

1. Pavement marking retroreflectivity and crash frequency: Segmentation, line type, and imputation effects;Bektas B. A.;J. Transp. Eng.,2016

2. Benefits of pavement markings: A renewed perspective based on recent and ongoing research;Carlson P.;Transp. Res. Rec.,2009

3. Statistical Validation of the Effect of Lateral Line Location on Pavement Marking Retroreflectivity Degradation

4. Exploratory analysis of accelerated wear testing to evaluate performance of pavement markings;Donnell E.;Transp. Res. Rec.,2009

5. ITD (Idaho Transportation Department). 2019 “Qualified products list.” Accessed January 11 2019. https://apps.itd.idaho.gov/apps/materials/QPL.aspx.

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