Exploratory Analysis of Accelerated Wear Testing to Evaluate Performance of Pavement Markings

Author:

Donnell Eric T.1,Chehab Ghassan R.2,Tang Xiaochao3,Schall Donald4

Affiliation:

1. 223B Sackett Building, University Park, PA 16802.

2. 221B Sackett Building, University Park, PA 16802.

3. Department of Civil and Environmental Engineering, Pennsylvania State University, University Park, PA 16802.

4. Rohm and Haas Company, Coatings Research, Spring House Technical Center, 77 Norristown Road, P.O. Box 904, Spring House, PA 19477-0904.

Abstract

Wear testing of pavement markings in the United States is commonly performed by AASHTO's National Transportation Product Evaluation Program. The pavement markings evaluated in this program are applied in a transverse manner along existing roadways, and a variety of objective measures are collected over a 2-year period. This paper reports the findings from an exploratory study on using the Model Mobile Load Simulator, third scale (MMLS3), to evaluate pavement marking performance along transverse test sections. Accelerated trafficking on wet and dry pavement surfaces was applied on sections of markings consisting of various waterborne paint products, marking thicknesses, and bead types and densities. Pavement marking retroreflectivity measurements were recorded at various stages of MMLS3 trafficking and compared with measurements of a test deck consisting of the same pavement markings subjected to live traffic. The findings suggest that the MMLS3 can consistently replicate the degradation pattern of the various pavement markings with regard to loss of retroreflectivity as a function of traffic passages. Performance varied among the various types of markings, with higher retroreflectivity observed for thicker markings with higher bead densities. Trafficking on wet pavement surfaces accelerated the degradation of the markings’ retroreflectivity.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference15 articles.

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1. Configuration Research of Recessed Pavement Markings Based on Digital Imagery;Journal of Transportation Engineering, Part B: Pavements;2024-09

2. Performance Evaluation of Green Pavement Markings for Bicycle Infrastructure;Journal of Transportation Engineering, Part B: Pavements;2023-03

3. Substrate temperature effects on the peel behavior of temporary pavement marking tapes;The Journal of Adhesion;2021-11-25

4. A Review of Accelerated Pavement Testing Applications in Non-Pavement Research;CivilEng;2021-07-27

5. Assessing the Elastic Moduli of Pavement Marking Tapes using the Tape Drape Test;Transportation Research Record: Journal of the Transportation Research Board;2021-03-11

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