Research Article
Understanding the Factors That Are Associated with Motorcycle Crash Severity in Rural and Urban Areas of Ghana
Table 3
Mixed multinomial logit model estimation results for rural motorcycle crashes.
| Variable | | Marginal effects | Parameter estimate | t-Statistic | Fatal injury | Incapacitating injury | Minor injury | No injury |
| Constant [FI] | 2.732 | 15.93 | | | | | Steering defect [FI] | 0.563 | 2.11 | 0.0023 | −0.0015 | −0.0007 | −0.0001 | Straight and flat road [FI] | −0.320 | −3.01 | −0.0442 | 0.0225 | 0.0191 | 0.0026 | Rider age more than 60 [FI] | 0.975 | 3.04 | 0.0028 | −0.0016 | −0.001 | −0.0002 | Rider age between 45 and 60 [FI] | 0.471 | 3.11 | 0.0064 | −0.0036 | −0.0024 | −0.0004 | Head-on collision [FI] | 1.273 | 10.89 | 0.0572 | −0.0321 | −0.0223 | −0.0029 | Rider loss control [FI] | 0.460 | 2.37 | 0.0035 | −0.0022 | −0.0011 | −0.0002 | Sideswipe [FI] | −0.575 | −4.60 | −0.0129 | 0.0048 | 0.0071 | 0.001 | Constant [II] | 1.613 | 2.15 | | | | | Multi-vehicle collision [II] | 0.257 | 2.07 | −0.0315 | 0.0419 | −0.0091 | −0.0013 | Standard deviation for “multi-vehicle collision” (normally distributed) | 2.837 | 4.49 | | | | | Dark and unlit lighting condition [II] | −0.321 | −2.65 | 0.0065 | −0.109 | 0.0038 | 0.0006 | Standard deviation for “dark and unlit roadway” (normally distributed) | 1.092 | 1.86 | | | | | Male rider [II] | 1.249 | 1.70 | −0.1088 | 0.1674 | −0.0522 | −0.0064 | Collision at 4-way stop [II] | 1.201 | 1.69 | −0.0007 | 0.0011 | −0.0004 | −0.0001 | Collision at T junction [MI] | 0.227 | 1.74 | −0.0016 | −0.0009 | 0.0026 | −0.0001 | Constant [MI] | 2.135 | 13.76 | | | | | Paved roadway [MI] | −0.432 | −4.63 | 0.0175 | 0.0097 | −0.0286 | 0.0014 | Rider not at fault [MI] | 0.339 | 3.11 | −0.0067 | −0.0034 | 0.0107 | −0.0006 | Rider age less than 21 [MI] | 0.320 | 2.65 | −0.0039 | −0.0026 | 0.0068 | −0.0003 | Run-off-road [MI] | −0.667 | −3.65 | 0.003 | 0.0023 | −0.0055 | 0.0002 | Collision with pedestrian [NI] | −2.939 | −2.91 | 0.0003 | 0.0003 | 0.0002 | −0.0007 | Wet pavement [NI] | 1.729 | 2.64 | −0.0005 | −0.0003 | −0.0002 | 0.001 | Rear-end crash [NI] | 0.431 | 1.88 | −0.0015 | −0.0007 | −0.0009 | 0.0031 | Model statistics | | | | | | | Number of observations | 4207 | | | | | | Log-likelihood restricted | −5832.14 | | | | | | Log-likelihood at convergence | −4462.51 | | | | | | McFadden pseudo- | 0.23 | | | | | |
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