| Literature DB >> 29342208 |
Chih-Wei Pai1, Hsiao-Yu Lin2, Shin-Han Tsai1,3, Ping-Ling Chen1.
Abstract
OBJECTIVES: Bicyclists and motorcyclists contribute substantially to the morbidity and mortality rates of road crash casualties. The objective of the study was to investigate the crash characteristics of bicyclist and motorcyclist casualties presented to hospitals in Taiwan resulting from crashes.Entities:
Mesh:
Year: 2018 PMID: 29342208 PMCID: PMC5771601 DOI: 10.1371/journal.pone.0191221
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Fig 1Study flow diagram.
Fig 2Hospitalisation trend of two-wheeled vehicle riders involved in traffic crashes.
(a) Significant decrease according to Mann-Kendall trend test.
Demographic characteristics of inpatients involved in two-wheeled vehicle crashes.
| Motorcyclists | Bicyclists | |||||||
|---|---|---|---|---|---|---|---|---|
| N | n | % | N | n | % | |||
| Total | 1,906,269 | 203,636 | 10.7 | 92,337 | 12,964 | 14.0 | ||
| Sex | ||||||||
| Male | 1,135,582 | 116,597 | 10.3 | <0.001 | 55,534 | 7,178 | 12.9 | <0.001 |
| Female | 770,687 | 87,039 | 11.3 | 36,803 | 5,786 | 15.7 | ||
| Age group (years) | ||||||||
| <18 | 60,417 | 8,001 | 13.2 | <0.001 | 27,879 | 2,642 | 9.5 | <0.001 |
| 18–40 | 1,215,460 | 95,175 | 7.8 | 12,792 | 937 | 7.3 | ||
| 41–64 | 497,477 | 73,133 | 14.7 | 25,607 | 3,702 | 14.5 | ||
| ≥65 | 132,835 | 27,321 | 20.6 | 26,038 | 5,682 | 21.8 | ||
| Marital status | ||||||||
| Married | 669,741 | 93,445 | 14.0 | <0.001 | 35,072 | 6,320 | 18.0 | <0.001 |
| Single/divorced/other | 1,200,989 | 108,454 | 9.0 | 52,333 | 6,371 | 12.2 | ||
| Location | ||||||||
| Highly urbanized area | 419,415 | 27,303 | 6.5 | <0.001 | 16,684 | 1,536 | 9.2 | <0.001 |
| Moderately urbanized area | 669,647 | 61,068 | 9.1 | 28,165 | 3,515 | 12.5 | ||
| Boomtown | 432,790 | 49,822 | 11.5 | 20,717 | 2,961 | 14.3 | ||
| General township | 266,896 | 42,384 | 15.9 | 17,768 | 3,166 | 17.8 | ||
| Rural area | 116,922 | 22,962 | 19.6 | 8,978 | 1,782 | 19.8 | ||
| Motorcycle engine capacity (cc) | ||||||||
| ≥51 | 1,585,249 | 162,107 | 10.2 | <0.001 | NA | NA | NA | NA |
| ≤50 | 321,020 | 41,529 | 12.9 | NA | NA | NA | ||
| Intoxicated driving | ||||||||
| No (BAC ≤ 0.03%) | 1,808,618 | 185,128 | 10.2 | <0.001 | 90,430 | 12,735 | 14.1 | 0.010 |
| Yes (BAC > 0.03%) | 97,643 | 18,508 | 19.0 | 1,907 | 229 | 12.0 | ||
| Helmet use | ||||||||
| Yes | 1,726,774 | 179,745 | 10.4 | <0.001 | 7,821 | 919 | 11.8 | <0.001 |
| No | 179,490 | 23,891 | 13.3 | 84,516 | 12,045 | 14.3 | ||
| Licensed | ||||||||
| Yes | 1,629,582 | 158,698 | 9.7 | <0.001 | NA | NA | NA | NA |
| No | 239,148 | 39,416 | 16.5 | NA | NA | NA | ||
BAC, blood alcohol concentration; NA, not available. There are some missing data for variables such as age, marital status, location, BAC level etc. Therefore, the numbers of cases across some variables are not consistent.
a total number of traffic crashes: 1,998,606 motorcyclists and cyclists
b number of hospitalisations due to traffic crashes: 216,600
Crash characteristics of inpatients involved in two-wheeled vehicle crashes.
| Motorcyclists | Cyclists | |||||||
|---|---|---|---|---|---|---|---|---|
| N | n | % | N | n | % | |||
| Crash type | ||||||||
| Multiple vehicle | 1,704,253 | 173,963 | 10.2 | <0.001 | 88,489 | 12,393 | 14.0 | 0.123 |
| Single vehicle | 201,899 | 29,673 | 14.7 | 3,835 | 571 | 14.9 | ||
| Object type | ||||||||
| Unfixed objects | 158,977 | 19,903 | 12.5 | <0.001 | 3,142 | 454 | 14.4 | 0.103 |
| Fixed objects | 42,922 | 9,770 | 22.8 | 693 | 117 | 16.9 | ||
| Fixed objects | ||||||||
| Building/barrier | 11,402 | 2,785 | 24.4 | <0.001 | 102 | 29 | 28.4 | <0.001 |
| Traffic island/tree/pole | 16,325 | 4,185 | 25.6 | 62 | 16 | 25.8 | ||
| Other | 15,195 | 2,800 | 18.4 | 529 | 72 | 13.6 | ||
| Unfixed objects | ||||||||
| Animal/pedestrian | 72,773 | 4,197 | 5.8 | <0.001 | 789 | 36 | 4.6 | <0.001 |
| Skidding | 89,346 | 15,706 | 17.6 | 2,353 | 418 | 17.8 | ||
BAC, blood alcohol concentration; NA, not available. There are some missing data for variables such as age, marital status, location, BAC level etc. Therefore, the numbers of cases across some variables are not consistent.
a total number of traffic crashes: 1,998,606 motorcyclists and cyclists
b number of hospitalisations due to traffic crashes: 216,600
Environmental characteristics of two-wheeled vehicle crashes.
| Motorcyclists | Bicyclists | |||||||
|---|---|---|---|---|---|---|---|---|
| N | n | % | N | n | % | |||
| Path type | ||||||||
| Straight road | 673,458 | 75,811 | 11.3 | <0.001 | 40,692 | 5,820 | 14.3 | 0.017 |
| Curved road | 69,858 | 10,002 | 14.3 | 3,903 | 582 | 14.9 | ||
| Crossroads/roundabout | 1,162,953 | 117,838 | 10.1 | 47,742 | 6,563 | 13.7 | ||
| Lighting | ||||||||
| Daylight | 1,865,523 | 198,096 | 10.6 | <0.001 | 88,827 | 12,414 | 14.0 | 0.005 |
| Dusk/dawn | 40,741 | 5,540 | 13.6 | 3,510 | 550 | 15.7 | ||
| Road type | ||||||||
| Provincial highway | 98,538 | 15,783 | 16.0 | <0.001 | 5,415 | 957 | 17.7 | <0.001 |
| County road | 133,543 | 20,014 | 15.0 | 7,188 | 1,348 | 18.8 | ||
| Other (township/private road) | 1,674,026 | 167,839 | 10.0 | 79,726 | 10,659 | 13.4 | ||
| Road surface | ||||||||
| Dry | 1,690,159 | 183,158 | 10.8 | <0.001 | 83,161 | 11,762 | 14.1 | <0.001 |
| Wet/slippery | 216,110 | 20,476 | 9.5 | 9,176 | 1,202 | 13.1 | ||
| Defective road | ||||||||
| No | 1,887,479 | 201,036 | 10.7 | <0.001 | 91,705 | 12,858 | 14.0 | 0.047 |
| Yes | 18,790 | 2,600 | 13.8 | 632 | 106 | 16.8 | ||
| Barrier | ||||||||
| No | 1,846,594 | 196,736 | 10.7 | <0.001 | 89,794 | 12,627 | 14.1 | 0.246 |
| Yes | 59,672 | 6,900 | 11.6 | 2,543 | 337 | 13.3 | ||
| Traffic signal | ||||||||
| Yes | 717,629 | 70,100 | 9.8 | <0.001 | 26,543 | 3,598 | 13.6 | 0.007 |
| No | 1,188,634 | 133,536 | 11.2 | 65,794 | 9,366 | 14.2 | ||
| Median strip | ||||||||
| Yes | 1,062,575 | 113,146 | 10.6 | 0.087 | 56,516 | 7,957 | 14.1 | 0.666 |
| No | 843,694 | 90,490 | 10.7 | 35,821 | 5,007 | 14.0 | ||
| Traffic island | ||||||||
| Yes | 515,120 | 57,989 | 11.3 | <0.001 | 26,938 | 3,938 | 14.6 | 0.001 |
| No | 1,391,149 | 145,647 | 10.5 | 65,399 | 9,026 | 13.8 | ||
BAC, blood alcohol concentration; NA, not available. There are some missing data for variables such as age, marital status, location, BAC level etc. Therefore, the numbers of cases across some variables are not consistent.
a total number of traffic crashes: 1,998,606 motorcyclists and cyclists
b number of hospitalisations due to traffic crashes: 216,600
Crude odds ratios (ORs) and adjusted ORs (AORs) of hospitalisation for motorcyclists and cyclists.
| Two-wheeled vehicle riders | Motorcyclists | Bicyclists | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Crude OR | 95% CI | AOR | 95% CI | Crude OR | 95% CI | AOR | 95% CI | Crude OR | 95% CI | AOR | 95% CI | |
| Vehicle type | ||||||||||||
| Motorcycle | 1.00 (ref.) | 1.00 (ref.) | --- | --- | --- | --- | ||||||
| Bicycle | 1.74 | 1.70–1.77 | 1.11 | 1.08–1.14 | ||||||||
| Sex | ||||||||||||
| Male | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Female | 1.50 | 1.48–1.51 | 1.64 | 1.62–1.66 | 1.49 | 1.48–1.51 | 1.59 | 1.58–1.61 | 1.60 | 1.53–1.67 | 1.50 | 1.43–1.57 |
| Age (years) | ||||||||||||
| <18 | 1.11 | 1.09–1.14 | 1.53 | 1.49–1.57 | 1.17 | 1.14–1.20 | 1.37 | 1.32–1.41 | 0.50 | 0.48–0.53 | 1.41 | 1.29–1.55 |
| 18–40 | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| 41–64 | 1.68 | 1.67–1.70 | 1.79 | 1.76–1.81 | 1.73 | 1.71–1.75 | 1.74 | 1.71–1.76 | 0.99 | 0.95–1.04 | 2.19 | 2.00–2.40 |
| ≥65 | 3.36 | 3.31–3.41 | 3.86 | 3.79–3.93 | 3.22 | 3.17–3.28 | 3.55 | 3.48–3.62 | 3.45 | 3.29–3.62 | 4.83 | 4.41–5.30 |
| Marital status | ||||||||||||
| Married | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Single/divorced/other | 0.57 | 0.56–0.57 | 0.89 | 0.88–0.90 | 0.57 | 0.56–0.58 | 0.89 | 0.88–0.90 | 0.51 | 0.49–0.53 | 0.82 | 0.77–0.86 |
| Location | ||||||||||||
| Highly urbanized area | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Moderately urbanized area | 0.74 | 0.73–0.75 | 1.46 | 1.44–1.48 | 0.74 | 0.73–0.75 | 1.46 | 1.44–1.49 | 0.80 | 0.76–0.84 | 1.60 | 1.48–1.72 |
| Boomtown | 1.17 | 1.15–1.18 | 1.96 | 1.92–1.99 | 1.17 | 1.16–1.19 | 1.96 | 1.93–2.00 | 1.06 | 1.01–1.11 | 2.11 | 1.95–2.28 |
| General township | 2.03 | 2.01–2.06 | 2.72 | 2.67–2.77 | 2.05 | 2.02–2.07 | 2.74 | 2.69–2.80 | 1.60 | 1.52–1.68 | 2.63 | 2.42–2.85 |
| Rural area | 2.55 | 2.50–2.59 | 3.07 | 3.00–3.14 | 2.58 | 2.54–2.63 | 3.09 | 3.02–3.16 | 1.76 | 1.64–1.88 | 2.73 | 2.48–3.01 |
| Motorcycle engine size (cc) | ||||||||||||
| ≥51 | --- | --- | 1.00 (ref.) | 1.00 (ref.) | --- | --- | ||||||
| ≤50 | 1.41 | 1.40–1.43 | 1.11 | 1.09–1.13 | ||||||||
| Intoxicated driving | ||||||||||||
| No (BAC ≤ 0.03%) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Yes (BAC > 0.03%) | 1.97 | 1.94–2.01 | 1.95 | 1.91–1.99 | 2.05 | 2.02–2.09 | 1.86 | 1.82–1.90 | 0.60 | 0.52–0.70 | 0.70 | 0.59–0.83 |
| Helmet use | ||||||||||||
| Yes | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| No | 1.44 | 1.42–1.45 | 1.11 | 1.10–1.13 | 1.30 | 1.28–1.32 | 1.14 | 1.12–1.16 | 1.21 | 1.12–1.31 | 1.03 | 0.94–1.12 |
| Licensed | ||||||||||||
| Yes | --- | --- | 1.00 (ref.) | 1.00 (ref.) | --- | --- | ||||||
| No | 1.71 | 1.69–1.73 | 1.22 | 1.20–1.24 | ||||||||
| Path type | ||||||||||||
| Straight road | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Curved road | 1.55 | 1.51–1.58 | 1.41 | 1.38–1.45 | 1.57 | 1.54–1.61 | 1.43 | 1.39–1.46 | 1.08 | 0.98–1.20 | 1.25 | 1.11–1.40 |
| Crossroads/roundabout | 0.87 | 0.86–0.88 | 1.01 | 1.00–1.03 | 0.87 | 0.86–0.88 | 1.01 | 0.99–1.02 | 1.03 | 0.99–1.08 | 1.12 | 1.05–1.19 |
| Lighting | ||||||||||||
| Daylight | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Dusk/dawn | 1.44 | 1.40–1.49 | 1.04 | 1.01–1.08 | 1.44 | 1.40–1.49 | 1.04 | 1.01–1.08 | 1.11 | 1.00–1.23 | 1.05 | 0.93–1.18 |
| Road type | ||||||||||||
| Provincial highway | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||
| County road | 1.71 | 1.68–1.74 | 0.95 | 0.93–0.98 | 1.71 | 1.68–1.74 | 0.95 | 0.92–0.97 | 1.65 | 1.53–1.78 | 1.09 | 0.96–1.23 |
| Other (Township/private road) | 0.53 | 0.52–0.54 | 0.75 | 0.74–0.77 | 0.53 | 0.52–0.53 | 0.75 | 0.73–0.76 | 0.62 | 0.58–0.65 | 0.84 | 0.76–0.93 |
| Road surface | ||||||||||||
| Dry | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Wet/slippery | 0.88 | 0.86–0.89 | 0.92 | 0.90–0.93 | 0.88 | 0.86–0.89 | 0.92 | 0.90–0.93 | 0.93 | 0.86–1.00 | 0.98 | 0.91–1.06 |
| Defective road | ||||||||||||
| No | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||
| Yes | 1.59 | 1.52–1.66 | 1.33 | 1.26–1.40 | 1.62 | 1.54–1.69 | 1.34 | 1.27–1.41 | 1.22 | 0.95–1.55 | 1.35 | 1.03–1.76 |
| Barrier | ||||||||||||
| No | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Yes | 1.09 | 1.06–1.12 | 0.99 | 0.96–1.02 | 1.11 | 1.08–1.14 | 1.00 | 0.97–1.03 | 0.88 | 0.77–1.00 | 0.89 | 0.77–1.03 |
| Traffic Signal | ||||||||||||
| Yes | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| No | 1.17 | 1.16–1.18 | 1.01 | 0.99–1.02 | 1.17 | 1.16–1.18 | 1.01 | 0.99–1.02 | 1.01 | 0.96–1.06 | 0.96 | 0.90–1.02 |
| Median strip | ||||||||||||
| Yes | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| No | 0.98 | 0.97–0.99 | 1.13 | 1.12–1.15 | 0.99 | 0.98–1.00 | 1.13 | 1.11–1.14 | 1.00 | 0.96–1.04 | 1.07 | 1.01–1.13 |
| Traffic island | ||||||||||||
| Yes | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| No | 0.93 | 0.92–0.94 | 0.84 | 0.83–0.85 | 0.93 | 0.92–0.94 | 0.85 | 0.83–0.86 | 1.00 | 0.95–1.04 | 0.93 | 0.87–0.98 |
| Crash type | ||||||||||||
| Multiple vehicle | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | 1.00 (ref.) | ||||||
| Single vehicle | 1.47 | 1.45–1.49 | 1.29 | 1.27–1.31 | 1.51 | 1.49–1.54 | 1.29 | 1.27–1.31 | 0.87 | 0.79–0.97 | 0.97 | 0.87–1.09 |
BAC, blood alcohol concentration; CI, confidence interval.