Combining environmental quality assessment of bicycle infrastructures with vertical acceleration measurements

https://doi.org/10.1016/j.tra.2018.10.032Get rights and content

Abstract

Growing interest in zero emission transport modes, such as cycling, is currently generating motivation to construct new cycle paths. However, transportation planners and managers cannot always rely on practical methods for allocating the resources (often limited) needed for inventories and assessing cycling infrastructures. The aim of this study is to develop a method for classifying cycle paths in terms of roughness and general conditions of the pavement surface. Inventory data and information regarding the infrastructure conditions were collected on-site using video recordings taken by an action camera directly mounted on a bicycle. Georeferenced vertical acceleration data were collected using a smartphone. Acceleration data of three different pavement surfaces (asphalt, concrete and concrete bricks) were registered. The results showed the lowest acceleration values for concrete pavement and the highest values for interlocking concrete pavement. The proposed method can be a practical and efficient approach to evaluate cycling infrastructures in terms of pavement condition.

Introduction

Traffic congestion, noise and air pollution are nowadays common issues in urban areas. As these growing problems are all strongly associated with motorized transport modes, cycling is becoming an attractive alternative for urban transportation. The success of cycling as a viable transport mode depends, however, on the conditions of the infrastructure, given that safety and comfort are essential to attract new users (Dill and Carr, 2003, Pucher and Buehler, 2007). In addition, proper maintenance of cycling infrastructures is equally important for the different parties involved in urban planning and management of public financial resources.

With the expansion of transport infrastructure management systems, database integration has become a sensitive matter for managers and government agencies. GIS (Geographic Information Systems) tools are highly potential in terms of facilitating these integration processes due to the capacity of combining geographical characteristics with tabular data. The inventory phase, for example, which is essential in infrastructure management systems, can clearly benefit from GIS tools. Data collection and analysis at a network level, which is extremely useful for planning, programming, budgeting, operational management, assessing and identifying potential points for improvement, is another interesting application of GIS for transport infrastructure management systems (Haas and Hudson, 2015). Nevertheless, despite the importance of the inventory phase, Nuñez and Rodrigues da Silva (2016) found in the literature that data collection is often exclusively based on questionnaires conducted with users and subjective criteria.

Even though management systems for cycling infrastructures are not very common yet, Gharaibeh et al. (1998) developed a cycle path management system at the University of Illinois in the USA almost two decades ago. The system inventory includes information about the general characteristics of the infrastructure, as well as assessment reports of the pavement conditions based on field data. Physical characteristics of the paths, such as surface defects, painting and rolling conditions, vertical displacements, geometry, etc., are classified on a severity scale with five levels. The system is well designed, but it relies on visual inspections and users’ subjective assessments of the rolling conditions. It does not include objective measurements of vibrations, environmental comfort or any other variable of the physical environment around the infrastructure.

Given the difficulties and even risks of accidents that pavement surfaces in poor conditions can cause to cyclists, this study proposes an alternative method to assess the pavement conditions on cycle paths. Data for the inventory and assessment of the conditions of this important infrastructure element are collected using a smartphone and a video camera. The vertical acceleration data are transferred to a GIS package and subsequently used for a comprehensive analysis, as well as with other variables related to the cyclists’ comfort and environmental attributes around the cycle paths (video recorded).

Section snippets

Literature review

This section aims to review and summarize the literature related to methods for assessing cycling infrastructures, using smartphones and Global Position Systems to evaluate bicycle infrastructures and assess vibrations on cycleways. The focus is heavily on the pavement quality.

Research objectives

In general, using smartphones to support data collection for cycling studies has so far focused mainly on the physical performance of cyclists, demand and flow data (e.g. speed). As a consequence, the potential of several other sensors also available for smartphones, such as the one used in this study, have not yet been fully investigated to assess the conditions of cycling infrastructures.

The objective of this study is to complement the BEQI method by evaluating the condition of the cycling

Method

The method introduced here was developed for improving data collection and other procedures required for assessing important components of cycling infrastructures, with a particular emphasis on the pavement surface. The approach is based on the Bicycle Environment Quality Index (BEQI), which is a consolidated and relatively recent method developed for evaluating the general conditions of cycling infrastructures (SFDPH, 2014). The original method adopts a concept of deductible values (borrowed

Results and discussion

The proposed method was applied in São Carlos, which is a medium-sized city in the state of São Paulo, Brazil. Most of the outcomes of the procedures described in Section 3 were stored in a GIS environment, which helps analyze the results and, as a consequence, manage the cycling infrastructures. The main results of the application are presented and discussed in this section.

Conclusions

This study proposed a low cost and practical method for inventory and assessment of cycling infrastructures based on smartphone sensors and a video camera. The approach was developed to be used immediately in real-world applications aiming to identify priority locations for maintenance and improvement in cycling networks. The following conclusions were drawn from a trial application of the method in a medium-sized Brazilian city:

  • The proposed procedures can be effectively combined as an

Acknowledgments

This research was supported by FAPESP (Grant 2015/50129-5), CNPq (Grant 308436/2015-6) and CAPES (Grant 00011/07-0).

References (64)

  • Y. Matsumoto et al.

    Dynamic response of the standing human body exposed to vertical vibration: influence of posture and vibration magnitude

    J. Sound Vib.

    (1998)
  • G. Menghini et al.

    Route choice of cyclists in Zurich

    Transp. Res. Part A: Policy Practice

    (2010)
  • M. Olieman et al.

    Measurement of dynamic comfort in cycling using wireless acceleration sensors

    Procedia Eng.

    (2012)
  • A.B.P. Segadilha et al.

    Analysis of bicycle commuter routes using GPS and GIS

    Procedia – Social Behav. Sci.

    (2014)
  • J. Strauss et al.

    Cyclist deceleration rate as surrogate safety measure in Montreal using smartphone GPS data

    Accid. Anal. Prev.

    (2017)
  • J. Vanwalleghem et al.

    Design of an instrumented bicycle for the evaluation of bicycle dynamics and its relation with the cyclist’s comfort

    Procedia Eng.

    (2012)
  • AASTHO

    Guide for the development of bicycle facilities

    (2012)
  • P. Arpinar-Avsar et al.

    The effects of surface-induced loads on forearm muscle activity during steering a bicycle

    J. Sports Sci. Med.

    (2013)
  • A. Barbudo et al.

    Regularidad superficial y adherencia en vías ciclistas-recomendaciones de diseño disponibles

    Informes de la Construcción

    (2015)
  • Benbow, E., Nesnas, K., Wright, A., 2006. Shape (surface form) of local roads. TRL Limited, Published Project Report...
  • Brezina, T., Ibesich, N., Niegl, M., Helmut, L., 2012. Requirements for high quality cycling infrastructure design. In:...
  • P. Cairney et al.

    Development of a performance based specification for a major bicycle facility

    (2003)
  • J. Casello et al.

    Modeling cyclists’ route choice based on GPS data

    Transp. Res. Record: J. Transport. Res. Board

    (2014)
  • Y. Champoux et al.

    Bicycle structural dynamics

    Sound Vibrat.

    (2007)
  • C.-P. Chou et al.

    Simulation of bicycle-riding smoothness by bicycle motion analysis model

    J. Transp. Eng.

    (2015)
  • J. Dill et al.

    Bicycle commuting and facilities in major U.S. cities: if you build them, commuters will use them – another look Transportation Research Record

    J. Transp. Res. Board

    (2003)
  • Du, W., Zhang, D., Zhao, X., 2009. Dynamic modelling and simulation of electric bicycle ride comfort. In: 2009 IEEE...
  • J. Duvall et al.

    Development of surface roughness standards for pathways used by wheelchairs

    Transp. Res. Record, J. Transp. Res. Board

    (2013)
  • N. Gharaibeh et al.

    Development of a bike path management system for the University of Illinois at Urbana-Champaign

    Transp. Res. Record, J. Transp. Res. Board

    (1998)
  • Gemne, G., Taylor, W., 1983. Editors Foreword. In: Gemne, G., Taylor, W. (Eds.), Hand-arm vibration and the central...
  • M. Goodno et al.

    Evaluation of innovative bicycle facilities in Washington, D.C.: Pennsylvania Avenue Median Lanes and 15th Street cycle track

    Transp. Res. Record, J. Transp. Res. Board

    (2013)
  • M.J. Griffin

    Handbook of Human Vibration

    (1990)
  • Cited by (0)

    View full text