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- W2801631574 abstract "Background: As is well known, in road construction, quality acceptance procedures and quality assurance/control procedures during operations (for maintenance and rehabilitation purposes) focus on material quality from a mechanistic and safety perspective. This latter usually entails the consideration of friction and surface texture indicators. When friction requirements ( e.g. , side friction coefficients measured through the SCRIM machine) are not satisfied, road agencies have two main options: closing the traffic or having lower speed limits. The first option is often unrealistic and challenging. It turns out that a new, often temporary, speed limit is required and appropriate methodologies are required to carry out this critical task. Aims and Objectives: Consequently, the objective of the study presented in this paper is to set up a methodology aiming at engineering-based assessments of speed limits based on actual friction values. Original and consistent algorithms are set up to solve theoretical and practical issues. Result and Conclusion: The main contributions of this study include: (1) setting up a methodology for friction-based assessment of speed limits through innovative speed-friction relationships and criteria; (2) utilising the methodology for a case study; (3) providing recommendations for the application. Results prove that the algorithms set up are reasonable and well-grounded in logic. They can benefit both researchers and practitioners." @default.
- W2801631574 created "2018-05-17" @default.
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- W2801631574 date "2018-04-30" @default.
- W2801631574 modified "2023-10-03" @default.
- W2801631574 title "Speed Limits and Pavement Friction: A Theoretical and Experimental Study" @default.
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- W2801631574 doi "https://doi.org/10.2174/18744478018120100139" @default.
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