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3.3.   Results and Discussions



               The results of the model are summarized in Table 3.2. In general, the model fits the data well,
               based on the very large chi-square statistic, the very small p-value for goodness of fit, and the

               relatively high McFadden pseudo R-square value. In addition to the variables shown in Table
               3.2, several other variables were included in the preliminary analyses but were found to be

               statistically insignificant. The insignificant variables were restraint use, license state, age and

               gender of the driver, road surface and weather conditions, season, time of day, day of week,
               crash severity, police attendance at crash scene, number of people involved in the collision,

               light conditions and type of truck involved. Therefore, these factors were not associated with
               the location (intersection or mid-block) of a single heavy-vehicle crash, although they may

               have a significant effect on the frequency or severity of heavy-vehicle crashes.


                     Table 3.2: Estimates of binary logit model for intersection and mid-block crashes

               Dependent variable: y = 1 for intersection and y= 0 for mid-block

               Number of observations: 566

               Log likelihood: -278.2


               Restricted log likelihood: -383.1

               Chi-square statistic: 209.84

               Significance level: <0.00001

               McFadden pseudo R-squared: 0.2738


               Variable                                       Coefficient     Std Err    p-value     OR

               Vehicle manoeuver


                 Turn left                                     2.003***        0.366       0.000     7.409


                 Turn right                                    2.137***        0.396       0.000     8.474


               Collision classification

                 Angle crash                                   0.826***        0.243       0.001     2.283


               Type of collision



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