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In  this  study,  crashes  involving  no  injury  were  selected  as  the  reference  category  for  the
               dependent  variable.  Therefore,  the  estimated  coefficients  show  the  impacts  of  the

               contributing factors on fatal, severe and minor injury relative to the reference category (no
               injury). Although the traditional 95% level of confidence was used to select variables, some

               insignificant variables were retained in the model as long as it was statistically significant for
               at least one of the injury outcomes. This was done to facilitate the interpretation of the results

               (Kockelman  and  Kweon,  2002;  Tay  et  al.,  2008;  Tay  et  al.,  2009;  Tay  et  al.,  2011).  In

               addition, the marginal effects of each independent variable were calculated to facilitate the
               interpretation of the results. The marginal effects provided estimates of the changes in the

               probabilities  of  the  different  injury  outcomes  due  to  a  unit  change  in  the  independent

               variables.


               4.2.3   Random Parameter Logit (Mixed Logit Model)



               A summary of existing studies on the random parameter logit model is presented in Section
               2.2.1.5 of Chapter 2. Random parameters or mixed logit is applied to allow the possibility

               that  the  parameters  may  vary  across  observations  (Washington  et  al.,  2010).  Some
               researchers  have  chosen  to  use  the  random  coefficient  logit  or  probit  model  to  allow  for

               heterogeneous effects and correlations in unobserved factors (Milton et al., 2008; Kim et al.,

               2010;  Anastasopoulos  &  Mannering,  2011;  Tay,  2015).  Random  parameter  models,
               especially the random parameter logit or mixed logit models, have increasingly been used in

               traffic safety studies to analyse both crash frequency and severity (Lord & Mannering 2010;
               Savolainen et al. 2011). To develop the mixed logit model, this study follows Milton et al.,

               (2008) and starts with the severity function as below:



                                                                                                          (4.3)




               where,

                  = is a linear function for determining the injury severity category i to road user n,

                   = a vector of estimated coefficients,

                  = a vector of explanatory variables,

                  = is an error term.

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