Abstract

This paper evaluates the effect of inclement weather conditions on the travel demand for three classes of vehicles for a primary highway in the province of Alberta, Canada. The demand variables are passenger cars, trucks, and total traffic. It is well known from previous studies that adverse weather conditions such as low temperatures and heavy snowfall cause variation in traffic flow patterns. A winter weather model, based on the dummy variable regression model, was developed to quantify the variations in traffic volume due to snowfall and temperature changes. To establish the relationships, vehicular data was collected from six weigh-in-motion (WIM) sites, and the weather data associated with the WIM sites was collected from nearby weather stations. The study revealed that the variation in truck traffic, due to inclement weather conditions, was insignificant compared to variation in passenger car traffic. This study also investigated the temporal transferability of the developed winter weather model to test if a model can be applied irrespective of the time when it was developed. In addition, an attempt was made to check if the model coefficients could be optimized differently for different classes of traffic for estimating correct traffic variations. To evaluate transferability, the performance of both dummy variable regression and naive (without dummy variables) models was investigated. The results revealed that the dummy variable regression models show better performance for passenger car traffic and total traffic and naive winter weather models give better results for truck traffic.

Highlights

  • Travel demand forecasts are essential for transportation infrastructure development

  • This study explores the effect of adverse weather conditions on classified traffic volume and tests the temporal transferability of winter weather models

  • This study focuses on the development of winter weather traffic models with the introduction

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Summary

Introduction

Travel demand forecasts are essential for transportation infrastructure development These can be obtained with demand models with a realistic theoretical base as well as applicable data. Adverse weather causes variations in travel patterns resulting in higher accident rates, lower speeds, and increased travel delays. It causes modal shifts and changes in trip distributions. The concept of transferability is based upon the expectation that the travel pattern of individuals depends on their socio-economic characteristics, personal background, transportation infrastructure, and that behavioral patterns do not change over time and space. This study explores the effect of adverse weather conditions on classified traffic volume and tests the temporal transferability of winter weather models

Background
Vehicle Classification
Preliminary Data Analysis
Traffic Pattern
Model Development and Testing
13. The accuracy of temporalActual transferability variable
Findings
Summary and Conclusions
Full Text
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