Temporary Pavement Markings Placement and Removal Practices in Work Zones

2021 ◽  
Author(s):  
Henry Brown Praveen Edara ◽  
◽  
◽  
Keyword(s):  
Work Zones ◽  
Pavement Markings

Special-Color Pavement Marking for Highway Work Zones: Literature Review of International Practices

2017 ◽  
Vol 2617 (1) ◽  
pp. 78-86
Author(s):  
John W. Shaw ◽  
Madhav V. Chitturi ◽  
David A. Noyce
Keyword(s):  
United States ◽  
New Zealand ◽  
The United States ◽  
Road User ◽  
Quebec City ◽  
Work Zones ◽  
Arterial Streets ◽  
Pavement Markings ◽  
Lighting Conditions ◽  
Pavement Marking

Roadway lanes are often repositioned to accommodate highway work operations; as a result, pavement markings need to be altered. Although there are various methods for removing or obscuring existing pavement markings, “ghost” markings often remain at the locations of the old lane lines. These ghost markings can be quite conspicuous under certain lighting conditions, creating the potential for road user confusion. The Canadian province of Ontario and several European countries routinely use a special marking color (orange or yellow) to increase the salience of temporary lane lines. Special-color markings have also been used experimentally in Australia; New Zealand; Quebec City, Canada; and the United States. As a first step toward identifying the benefits and risks of special-color markings, existing practices from several countries are reviewed and summarized. The review identified a significant policy difference among jurisdictions: in some jurisdictions special-color markings override existing markings (so that the old markings are left in place), whereas other jurisdictions use special-color temporary marking but also attempt to remove old lane lines. The recent special-color marking demonstration projects in Australia, Canada, New Zealand, and the United States have been on major freeways, but European practice suggests that special-color marking could have significant benefit for urban arterial streets.

Driver Eye-Scanning Behavior as Function of Pavement Marking Configuration

1997 ◽  
Vol 1605 (1) ◽  
pp. 62-72 ◽  
Author(s):  
Helmut T. Zwahlen ◽  
Thomas Schnell
Keyword(s):  
Construction Work ◽  
Work Zones ◽  
Road Test ◽  
Speed Limits ◽  
Eye Fixation ◽  
Pavement Markings ◽  
Educational Effort ◽  
Low Visibility ◽  
Scanning Behavior ◽  
Pavement Marking

Spatial driver eye-scanning behavior and driving speeds were collected along four rural two-lane road test sites under low-beam illumination conditions at night. This study was conducted to test the hypothesis that drivers adjust their spatial eye-scanning behavior and their driving speeds in response to pavement marking visibility. Two pavement marking conditions were investigated: (a) low-visibility temporary pavement markings (before condition) consisting of a yellow dashed centerline and no edge lines on a newly paved asphalt surface, and (b) new, fully restored double solid yellow centerlines with white edge lines (after condition). The results suggest that drivers operate with very short preview times and that drivers do not appear to lower their speeds under the low-visibility before condition, as compared with their speeds under the high-visibility after condition. However, drivers systematically and consistently decrease their longitudinal eye fixation distances under the before condition. This study provides further evidence that drivers “overdrive” their low beams at night and that there may be a need for a specific educational effort or, in the case of temporary pavement markings in construction work zones, the use of regulatory lower speed limits and credible enforcement.

The Effect of In-Vehicle Warning Systems on Speed Compliance in Work Zones

2010 ◽  
Author(s):  
James Whitmire ◽  
J. F. Morgan ◽  
Tal Oron-Gilad ◽  
P. A. Hancock
Keyword(s):  
Warning Systems ◽  
Work Zones

Drivers’ Attitudes, Understanding, and Acceptance of Passing Lanes in Kansas

1998 ◽  
Vol 1628 (1) ◽  
pp. 25-33 ◽  
Author(s):  
Madaniyo I. Mutabazi ◽  
Eugene R. Russell ◽  
Robert W. Stokes
Keyword(s):  
Questionnaire Survey ◽  
Project Evaluation ◽  
Department Of Transportation ◽  
Local Conditions ◽  
Improvement Project ◽  
The Public ◽  
Pavement Markings ◽  
Design Practices ◽  
Comprehensive Study ◽  
Just Right

Traditionally, highway improvement project evaluation is done without incorporating highway users’ views. The Kansas Department of Transportation (KDOT) wants drivers to be satisfied and have “good feelings” about its passing lanes program. KDOT needs input to decide whether passing lanes are efficient, safe, and acceptable to the public. Drivers’ views were solicited via a questionnaire survey which was part of a comprehensive study on passing lanes in Kansas. Generally, drivers support the passing lane program and suggest construction of more passing lanes. Drivers think that passing lanes are more beneficial for improving safety than for saving time. They are equally divided on the length of passing lanes between “too short” and “just right,” although the provided lengths are within the recommended optimum lengths found in the literature. The “too short” responses could be due to existing passing lane spacings, preference of four-lane highways over two-lane highways, and difference in local conditions from those used to determine lengths. Drivers cited fellow drivers’ failure to follow signs and markings properly, and failure to use the lanes properly; this seems to indicate that improvements in signing and pavement markings should be considered. A smaller proportion of drivers, satisfied with a lower frequency of local travel on a route closer to the state’s borders (i.e., more unfamiliar drivers), suggests the importance of standardizing highway operating and design practices throughout the country.

scholarly journals Using ADAS to Future-Proof Roads—Comparison of Fog Line Detection from an In-Vehicle Camera and Mobile Retroreflectometer

Sensors ◽  
2021 ◽  
Vol 21 (5) ◽  
pp. 1737
Author(s):  
Ane Dalsnes Storsæter ◽  
Kelly Pitera ◽  
Edward McCormack
Keyword(s):  
Warning System ◽  
Management Systems ◽  
Warning Systems ◽  
Lane Departure Warning ◽  
Automated Driving ◽  
Pavement Markings ◽  
Lighting Conditions ◽  
Lane Marking ◽  
Lane Departure ◽  
Pavement Marking

Pavement markings are used to convey positioning information to both humans and automated driving systems. As automated driving is increasingly being adopted to support safety, it is important to understand how successfully sensor systems can interpret these markings. In this effort, an in-vehicle lane departure warning system was compared to data collected simultaneously from an externally mounted mobile retroreflectometer. The test, performed over 200 km of driving on three different routes in variable lighting conditions and road classes found that, depending on conditions, the retroreflectometer could predict whether the car’s lane departure systems would detect markings in 92% to 98% of cases. The test demonstrated that automated driving systems can be used to monitor the state of pavement markings and can provide input on how to design and maintain road infrastructure to support automated driving features. Since data about the condition of lane marking from multiple lane departure warning systems (crowd-sourced data) can provide input into the pavement marking management systems operated by many road owners, these findings also indicate that these automated driving sensors have an important role in enhancing the maintenance of pavement markings.

scholarly journals Degradation of Retro-Reflectivity of Thermoplastic Pavement Markings on

2021 ◽  
pp. 100082
Author(s):  
Atuah Obeng Daniel ◽  
Victor Owusu ◽  
Yaw A. Tuffour
Keyword(s):  
Pavement Markings

scholarly journals The variability of urban safety performance functions for different road elements: an Italian case study

2021 ◽  
Vol 13 (1) ◽  
Author(s):  
Paolo Intini ◽  
Nicola Berloco ◽  
Gabriele Cavalluzzi ◽  
Dominique Lord ◽  
Vittorio Ranieri ◽  
...  
Keyword(s):  
Negative Binomial ◽  
Prediction Models ◽  
Safety Performance ◽  
Common Trends ◽  
Main Research ◽  
Pavement Markings ◽  
Italian Case ◽  
Sight Distance ◽  
Safety Performance Functions ◽  
Urban Safety

Abstract Background Urban safety performance functions are used to predict crash frequencies, mostly based on Negative Binomial (NB) count models. They could be differentiated for considering homogeneous subsets of segments/intersections and different predictors. Materials and methods The main research questions concerned: a) finding the best possible subsets for segments and intersections for safety modelling, by discussing the related problems and inquiring into the variability of predictors within the subsets; b) comparing the modelling results with the existing literature to highlight common trends and/or main differences; c) assessing the importance of additional crash predictors, besides traditional variables. In the context of a National research project, traffic volumes, geometric, control and additional variables were collected for road segments and intersections in the City of Bari, Italy, with 1500 fatal+injury related crashes (2012–2016). Six NB models were developed for: one/two-way homogeneous segments, three/four-legged, signalized/unsignalized intersections. Results Crash predictors greatly vary within the different subsets considered. The effect of vertical signs on minor roads/driveways, critical sight distance, cycle crossings, pavement/markings maintenance was specifically discussed. Some common trends but also differences in both types and effect of crash predictors were found by comparing results with literature. Conclusion The disaggregation of urban crash prediction models by considering different subsets of segments and intersections helps in revealing the specific influence of some predictors. Local characteristics may influence the relationships between well-established crash predictors and crash frequencies. A significant part of the urban crash frequency variability remains unexplained, thus encouraging research on this topic.

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