Performance Analysis and Strategic Management of Longitudinal Pavement Markings

Performance Analysis and Strategic Management of Longitudinal Pavement Markings
Author:
Publisher:
Total Pages:
Release: 2004
Genre:
ISBN:

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This research evaluated longitudinal pavement marking performance and developed useful degradation models for paint pavement markings which can help transportation agencies meet the pending FHWA minimum retroreflectivity requirements. The impacts of several important factors (such as directionality, pavement type and roughness) on marking retroreflectivity were evaluated. With a large dataset in hand, we determined whether these factors had significant impacts on marking retroreflectivity. Paint pavement marking centerline retroreflectivity values measured in the direction of paint striping were found to be significantly higher than the values measured in the opposite direction. The mean values of the retroreflectivity measurements collected on the plant mixed pavements were found to be significantly larger than the values collected on the bituminous surface treatment (BST) pavements. Image processing techniques were used to analyze paint pavement marking surface glass bead density. Bead density values were found to have a positive correlation with marking retroreflectivity measurements. Higher glass bead density led to higher marking retroreflectivity. The research also compared existing marking retroreflectivity degradation models. A linear mixed effects model (LMEM) was selected as most appropriate for the paint marking retroreflectivity data. LMEMs were established for paint pavement markings based on the data collected in NC. The research outcomes can help transportation agencies have a better understanding of paint pavement marking performance, which can lead to cost savings by maximizing the marking service lifecycles.

Pavement Marking Performance Analysis

Pavement Marking Performance Analysis
Author:
Publisher:
Total Pages: 222
Release: 2009
Genre: Road markings
ISBN:

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This research evaluated pavement marking performance and developed useful degradation models for thermoplastic and paint pavement markings which can help North Carolina meet the pending FHWA minimum retroreflectivity requirements. The impacts of several important factors (such as lateral location, directionality, region, and pavement roughness) on pavement marking retroreflectivity were evaluated. With two large datasets in hand, the authors determined whether these factors had significant impacts on marking retroreflectivity. Image processing techniques were used to analyze pavement marking surface glass bead density. The authors were able to explain why paint marking retroreflectivity values degraded over time by evaluating the impact of bead density on paint marking retroreflectivity. The research reviewed existing marking retroreflectivity degradation models and developed useful new models for both thermoplastic and paint pavement markings in North Carolina. The research presented a transportation asset management system framework for estimating the current and future condition of pavement markings. The research outcomes enable the North Carolina Department of Transportation to have a better understanding of thermoplastic and paint pavement marking performance, which can lead to cost saving by maximizing pavement marking service lifecycles.

Long-term Pavement Marking Practices

Long-term Pavement Marking Practices
Author: James Migletz
Publisher: Transportation Research Board
Total Pages: 165
Release: 2002
Genre: Road markings
ISBN: 0309069246

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TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 306: Long-Term Pavement Marking Practices documents the current and best practices for managing pavement marking systems, identifies future needs, and addresses driver needs and methods of communicating information to drivers, selection criteria (e.g., reflectivity, pavement service life, wet weather performance), materials (e.g., color, durability, cost), specifications, construction practices, inventory management systems, and more.

Synthesis of Benefits and Costs of Alternative Lane Marking Strategies

Synthesis of Benefits and Costs of Alternative Lane Marking Strategies
Author: Michael D. Fontaine
Publisher:
Total Pages: 70
Release: 2009
Genre: Road markings
ISBN:

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The Virginia Department of Transportation (VDOT) currently uses snowplowable raised pavement markers (SRPMs) to supplement longitudinal pavement markings on some facilities. SRPMs are much more visible than traditional longitudinal markings under wet, nighttime conditions. SRPMs have been reported to dislodge from pavement, however, which has raised the question as to whether alternative marking materials might be able to replace SRPMs. The purpose of this study was to investigate the visibility performance of longitudinal pavement marking materials currently on the market. The specific objectives of this study were (1) to determine whether or not new pavement marking materials could be used in place of SRPMs; (2) if SRPMs were to be used, to develop guidelines for their installation and maintenance; and (3) to determine the costs and benefits of using SRPMs to the maximum extent possible. No new data on the visibility or durability of pavement marking materials were collected for this study. The study primarily synthesized existing research on the characteristics of different marking materials and then applied information derived from the synthesis to Virginia-specific data to estimate the impacts of using different materials. National practices for installing, inspecting, and maintaining SRPMs were also reviewed. The results of the literature review indicated that SRPMs remain the only marking system that provides sufficient nighttime preview time at high speeds, especially under wet conditions. Further, SRPMs can improve safety in certain situations, but they can also degrade safety in other situations since drivers may travel at higher speeds when the distance they can see down the road at night increases. Proposed guidelines for the installation and maintenance of SRPMs were developed. They recommend that SRPMs be installed on all limited access freeways, on all two-lane roads with an average daily traffic volume above 15,000 vehicles per day, and on all roads with a posted speed limit of 60 mph or greater. Several other situations where SRPMs might be installed based on engineering judgment were also identified. A proposed maintenance schedule that requires inspections every 2 to 3 years was also developed. A conservative economic analysis indicated that the benefits of installing and maintaining SRPMs using the guidelines developed in this study outweighed the costs by more than 80 to 1, based purely on potential safety improvements on road geometries where SRPMs have been shown to improve safety. Further, VDOT can realize cost savings by discontinuing SRPM usage on low-volume facilities and by revising particular SRPM standards.

An Asset Management Framework Based on Field Performance of Pavement Markings

An Asset Management Framework Based on Field Performance of Pavement Markings
Author: Sam Madiri
Publisher:
Total Pages:
Release: 2011
Genre:
ISBN:

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Performance-based asset management provides a strategic framework for managing transportation infrastructure to improve existing procedures for resource allocation. The importance of comprehensive management of pavement marking assets not only results in monetary benefits to the agencies but also complements other management systems in providing safer driving conditions. A majority of research concerned with pavement markings addresses installation, performance, maintenance, and economic evaluation. Although agencies have developed guides and manuals on these subjects, they had difficulties in practical implementation. The purpose of this study was to address the issues that were identified in the practical implementation of analytical and information tools of asset management practice in the field of pavement markings. Problems of limited variable data, censored data and uncertainty in field evaluation and retroreflectivity based prediction were addressed by adopting statistical techniques. Sectional assessment and management methods were proposed as a part of a practical restriping methodology. An information tool was developed in a geographic information system (GIS) environment as an application. Retroreflectivity was the only performance measure on which the analysis and application was carried out. Two case studies were conducted, one for statistical techniques with retroreflectivity data collected by the National Transportation Product Evaluation Program (NTPEP) on U.S. Highway 78 westbound, Lee County, Mississippi. The other for application with retroreflectivity data collected using mobile retroreflectivity unit (MRU) on FM 57, Fisher County, Texas. This research effort provides a framework for an agency in developing a pavement marking management program to maintain good visibility of markings. It also provides a basis for further research in building an integrated asset management system based on other transportation assets.

Comparative Performance Analysis of Thermoplastic and High-build Pavement Markings

Comparative Performance Analysis of Thermoplastic and High-build Pavement Markings
Author: Donnie DeBerry (Jr)
Publisher:
Total Pages: 162
Release: 2015
Genre: Pavements
ISBN:

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Performance data was collected and analyzed for the following pavement marking materials: Waterborne High-Build Paints, Forty (40) mil High-Binder Thermoplastics, and Ninety (90) mil Thermoplastics for life expectancy, application procedures, and governing policies. The data was obtained from the National Transportation Product Evaluation Program (NTPEP), a nationally accredited program that test pavement marking materials. Several key controlling measures used in the data collection include in-situ data from the same geographical location experiencing the same type of weather conditions, annual average daily traffic (AADT), and whether or not the materials were installed at the same time. This research will assist the Maryland Department of Transportation in selecting pavement marking materials for application throughout Maryland's highway infrastructure. -- Abstract.

Comparative Analysis of NTPEP Pavement Marking Performance Evaluation Results

Comparative Analysis of NTPEP Pavement Marking Performance Evaluation Results
Author: Songquan Wang
Publisher:
Total Pages: 137
Release: 2010
Genre: Road markings
ISBN:

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"Pavement markings are used on roadways to provide guidance and information to drivers and pedestrians. They include longitudinal markings (centerlines, lane lines, and edge lines), transverse markings (stop lines, yield lines, and crosswalk markings), and special markings (arrows, words, symbol markings, red or blue raised pavement markers, cross-hatching, dotted lines, reversible lane markings, two-way left turn lane markings, speed hump markings, and parking space markings). They come in different configurations and designs, making it possible for drivers and pedestrians to instantly recognize the meanings of the markings and quickly react to them so that they can travel safely and efficiently along the roadway. A wide range of marking materials are available, including traffic paints (solvent-base and water-base), polyester, thermoplastic, epoxy, modified urethane, polyurea, methyl methacrylate, preformed thermoplastic, and preformed tape. These materials vary in cost, effectiveness in providing a contrast in color from that of the underlying surface, visibility under adverse weather conditions such as rain and fog, adherence to different pavement surfaces, and durability under different traffic and environmental conditions. This research presents a comparative and statistical analysis study of pavement marking materials from the National Transportation Product Evaluation Program (NTPEP). The performance of seven types of pavement markings (thermoplastic, preformed thermoplastic, epoxy, polyurea, modified urethane, durable tapes, and methyl methacrylate) was compared based on retroreflectivity, durability, and color. These materials were selected from four different NTPEP test decks (Mississippi, Pennsylvania, Wisconsin, and Utah). The performance evaluation results were compared to preselected milestone performance criteria. In addition, their service life was predicted using four mathematical models (exponential, linear, power and natural logarithmic model). Pavement marking service life is defined as the time required for retroreflectivity to drop to a threshold value of 150 mcd/m2/lux for yellow markings. The outcome of this study can assist state highway agencies in selecting appropriate marking materials for different needs."--Abstract.