| Literature DB >> 26420217 |
Ali Tavakoli Kashani, Rahim Rabieyan, Mohammad Mehdi Besharati1.
Abstract
BACKGROUND: In Iran more than 25% of crash fatalities belong to motorcycle operators and passengers in the recent years, from which about 20% are related to passenger fatalities.Entities:
Mesh:
Year: 2015 PMID: 26420217 PMCID: PMC4729332 DOI: 10.5249/jivr.v8i1.650
Source DB: PubMed Journal: J Inj Violence Res ISSN: 2008-2053
Classifying the model according to the model prediction.
| Observed | Predicted | |
|---|---|---|
| Positive | Negative | |
| TP | FP | |
| FN | TN | |
| P | N | |
Percentage and frequency of fatal and non-fatal crashes according to different level of variables.
| Variable | Level | Number of Fatal | percent of fatal | Number of non-fatal | percent of non-fatal |
|---|---|---|---|---|---|
| Teenage (12-19) | 363 | 1.58 | 22595 | 98.42 | |
| Young(20-29) | 883 | 1.44 | 60449 | 98.56 | |
| Middle-aged(30-39) | 412 | 1.69 | 23915 | 98.31 | |
| Adult(40-50) | 255 | 2.09 | 11970 | 97.91 | |
| Old(51-100) | 248 | 3.47 | 6905 | 96.53 | |
| No | 385 | 1.22 | 31138 | 98.78 | |
| Unknown | 1735 | 2.27 | 74859 | 97.73 | |
| Yes | 41 | 0.21 | 19837 | 99.79 | |
| One male in the same age | 202 | 2.79 | 7037 | 97.21 | |
| One female in the same age | 29 | 1.62 | 1764 | 98.38 | |
| One male not in the same age | 93 | 2.31 | 3937 | 97.69 | |
| One female not in the same age | 37 | 1.76 | 2069 | 98.24 | |
| Two-passengers (male in the same age) | 23 | 5.31 | 410 | 94.69 | |
| Two-passengers (female not in the same age) | 16 | 2.93 | 531 | 97.07 | |
| Two-passengers (others) | 15 | 4.57 | 313 | 95.43 | |
| No passenger | 1746 | 1.57 | 109773 | 98.43 | |
| At least one passenger did not use | 1287 | 2.35 | 53449 | 97.65 | |
| All passengers used | 112 | 0.97 | 11412 | 99.03 | |
| Unknown | 762 | 1.23 | 60973 | 98.77 | |
| 7:00 AM-7:00 PM | 1303 | 1.47 | 87158 | 98.53 | |
| 7:00 PM- 00:00 AM | 659 | 1.91 | 33882 | 98.09 | |
| 00:00 AM-7:00 AM | 199 | 3.99 | 4794 | 96.01 | |
| Intra-city highway | 121 | 5.68 | 2011 | 94.32 | |
| Intra-city main roads | 557 | 5.36 | 9830 | 94.64 | |
| Intra-city local roads | 462 | 4.67 | 9439 | 95.33 | |
| Intercity highway | 83 | 1.52 | 5378 | 98.48 | |
| Intercity main streets | 585 | 0.78 | 74520 | 99.22 | |
| Intercity local streets | 90 | 0.71 | 12667 | 99.29 | |
| Rural roads | 56 | 3.43 | 1576 | 96.57 | |
| Unknown | 207 | 1.95 | 10413 | 98.05 | |
| Curve | 247 | 4.40 | 5364 | 95.60 | |
| Straight | 1691 | 1.51 | 110238 | 98.49 | |
| Unknown | 223 | 2.13 | 10232 | 97.87 | |
| Pedestrian/bicycle | 29 | 0.28 | 10447 | 99.72 | |
| Single-vehicle | 421 | 8.18 | 4724 | 91.82 | |
| Multiple-vehicle | 1693 | 1.52 | 109827 | 98.48 | |
| Unknown | 18 | 2.18 | 806 | 97.82 | |
| Head-on | 539 | 2.80 | 18729 | 97.20 | |
| Rear-end | 323 | 1.90 | 16713 | 98.10 | |
| Sideswipe | 615 | 0.98 | 61984 | 99.02 | |
| Others | 684 | 2.35 | 28408 | 97.65 |
The results of model assessment (area under the ROC curve, standard deviation and model accuracy).
| Model | ROC curve | AC1 | PER2 | ||
|---|---|---|---|---|---|
| Area | Std. error | Sig. | |||
| 0.821 | 0.005 | 0.000 | 0.784 | 0.216 | |
| 0.799 | 0.009 | 0.000 | 0.768 | 0.232 | |
1 Accuracy (cutoff=.019)
2 Prediction Error Rate=1-AC
The results of modeling to determine the effects of variables on fatality of motorcycle crashes.
| Variable | Level | EXP(β) | 95% C.I1 | |
|---|---|---|---|---|
| Teenage (12-19) | .86 | .737 | .993 | |
| Young(20-29) | .84 | .740 | .945 | |
| Adults(40-50) | 1.2 | 1.017 | 1.405 | |
| Old(51-100) | 2 | 1.692 | 2.355 | |
| No | 4.33 | 3.124 | 6.006 | |
| Unknown | 6.38 | 4.664 | 8.37 | |
| One male in the same age | 1.79 | 1.532 | 2.094 | |
| One female in the same age | 1.04 | .711 | 1.519 | |
| One male not in the same age | 1.43 | 1.147 | 1.772 | |
| One female not in the same age | 1.11 | .795 | 1.557 | |
| Two-passengers (male in the same age) | 3.47 | 2.227 | 5.504 | |
| Two-passengers (female not in the same age) | 2.01 | 1.201 | 3.375 | |
| Two-passengers (others) | 3.01 | 1.765 | 5.144 | |
| At least one passenger did not use | 2.56 | 2.096 | 3.119 | |
| Unknown | 1.46 | 1.189 | 1.784 | |
| 7:00 PM- 00:00 AM | 1.23 | 1.113 | 1.351 | |
| 00:00 AM-7:00 AM | 2.35 | 2.006 | 2.760 | |
| Intra-city highway | 4.79 | 3.887 | 5.908 | |
| Intra-city mail roads | 4.82 | 4.253 | 5.453 | |
| Intra-city local roads | 3.96 | 3.446 | 4.513 | |
| Urban Highways | 1.78 | 1.406 | 2.259 | |
| Urban local streets | .855 | .683 | 1.069 | |
| Rural road | 3.04 | 2.283 | 4.043 | |
| Unknown | 2.15 | 1.814 | 2.539 | |
| Curve | 1.35 | 1.164 | 1.557 | |
| Unknown | .96 | .820 | 1.116 | |
| Pedestrian or bicycle | .25 | .174 | .336 | |
| Single-vehicle | 2.98 | 2.591 | 3.437 | |
| Unknown | 1.26 | .770 | 2.052 | |
| Head-on | 2.28 | 2.017 | 2.567 | |
| Rear-End | 1.50 | 1.308 | 1.728 | |
| Unknown | 1.46 | 1.280 | 1.674 | |
1confidence interval
2 Degrees of freedom