A preview of this full-text is provided by Emerald.
Content available from Proceedings of the Institution of Civil Engineers - Transport
This content is subject to copyright. Terms and conditions apply.
Predicting operating speed:
comparison of linear regression
and structural equation models
Behzad Bamdad Mehrabani
PhD candidate, Faculty of Architecture, Architectural Engineering and
Urban Planning, Université catholique de Louvain, Tournai, Belgium
(Orcid:0000-0001-8585-7879) (corresponding author:
behzad.bamdad@uclouvain.be)
Babak Mirbaha
Associate Professor, Civil Engineering Department, Imam Khomeini
International University, Qazvin, Iran (Orcid:0000-0003-1004-7673)
Luca Sgambi
Assistant Professor, Faculty of Architecture, Architectural Engineering and
Urban Planning, Université catholique de Louvain, Tournai, Belgium
(Orcid:0000-0002-4132-2087)
Ali Abdi Kordani
Associate Professor, Civil Engineering Department, Imam Khomeini
International University, Qazvin, Iran (Orcid:0000-0003-3175-2566)
The aim of this research was to predict operating speed by considering geometric and roadside factors. Although
most previous studies have employed linear regression modelling (LRM) to predict operating speed, this study
recommends structural equation modelling (SEM) for the prediction of operating speed on rural multi-lane highways.
In addition to geometric variables, LRM takes roadside variables into account. When employing SEM in this work, two
latent variables were defined, namely ‘roadside effects’and ‘geometric effects’. The first latent variable was the
combination of land-use type, land-use density and number of accesses per segment, while the second was extracted
from the segment length, highway grade, curvature, the presence of a guardrail and flat roadside slope, and the
posted speed limits. The residual analysis and R
2
values for LRM and SEM suggest that SEM demonstrates superior
modelling performance compared with LRM. These results show the significant role of latent variables in predicting
speed, which cannot be achieved through ordinary LRM.
Notation
Xiindependent variables
Yidependent variable
β0,β1,…,βnmodel coefficients
εerror term
1. Introduction
Operating speed is a significant traffic parameter that explains
the effects of the geometric design of roads and roadside
factors on driver behaviour –it is the speed at which drivers
are observed to operate their vehicles during free-flow con-
ditions. The 85th percentile of the distribution of observed
speeds is the measure of the operating speed. Operating speed
has various applications in road traffic and safety studies.
Predicting the safety conditions of a particular highway
depends mainly on operating or average speed (Gargoum and
El-Basyouny, 2016).
Numerous studies have attempted to predict the operating speed
of rural highways. The majority of these studies have aimed to
predict operating speed on rural two-lane highways (Abbas
et al., 2011; Bassani et al., 2015; Bella, 2013; Boroujerdian
et al., 2016; Eboli et al., 2017; Esposito et al., 2011; Garcia
et al., 2013; Hashim et al., 2016; Shallam and Ahmed, 2016;
Yagar and Van Aerde, 1983) rather than on multi-lane highways
(Gargoum and El-Basyouny, 2016; Gong and Stamatiadis,
2008; Himes and Donnell, 2010; Semeida, 2013). Previous
studies have demonstrated that operating speed on rural roads is
determined by various factors, including geometric, traffic and
roadside parameters (Bella, 2013; Boroujerdian et al., 2016;
Garcia et al., 2013; Park and Saccomanno, 2006). Most such
studies have addressed geometric factors (Boroujerdian et al.,
2016; Eboli et al., 2017; Gong and Stamatiadis, 2008; Park and
Saccomanno, 2006; Sil et al., 2020) and, moreover, several
studies have concentrated on curves while neglecting tangents
(Abbas et al., 2011; Echaveguren et al., 2015; Gong and
Stamatiadis, 2008; Hassan and Sarhan, 2011; Park and
Saccomanno, 2006; Shallam and Ahmed, 2016).
In addition, the majority of previous studies have only
considered observed variables and overlooked the effects of
latent variables on operating speed and endogeneity issues.
According to Schumacker and Lomax (2004), latent variables
can only be observed or measured indirectly, and hence are
regarded as constructs inferred from observed variables.
Structural equation modelling (SEM) is a method for
estimating the impacts of latent variables (specified as a linear
combination of observed variables). SEM can handle both
endogenous and exogenous variables and help to investigate
the direct and indirect impacts of exogenous variables on
endogenous variables in causal systems.
In the research described in this paper, two distinct approaches
to modelling to predict operating speed on multi-lane highways
were explored. The first approach attempted to provide a
prediction by employing linear regression modelling (LRM),
which only considers observed variables. In the second
224
Cite this article
Bamdad Mehrabani B, Mirbaha B, Sgambi L and Kordani AA (2023)
Predicting operating speed: comparison of linear regression and structural equation models.
Proceedings of the Institution of Civil Engineers –Transport 176(4): 224–236,
https://doi.org/10.1680/jtran.20.00065
Transport
Research Article
Paper 2000065
Received 21/05/2020;
Accepted 17/09/2020;
First published online 08/10/2020
Emerald Publishing Limited: All rights reserved
Keywords: roads & highways/traffic
engineering/transport planning