| Literature DB >> 25564148 |
Peter A Cripton1, Hui Shen2, Jeff R Brubacher3, Mary Chipman4, Steven M Friedman5, M Anne Harris6, Meghan Winters7, Conor C O Reynolds8, Michael D Cusimano9, Shelina Babul10, Kay Teschke2.
Abstract
OBJECTIVE: To examine the relationship between cycling injury severity and personal, trip, route and crash characteristics.Entities:
Keywords: ACCIDENT & EMERGENCY MEDICINE; EPIDEMIOLOGY; PUBLIC HEALTH
Mesh:
Year: 2015 PMID: 25564148 PMCID: PMC4289714 DOI: 10.1136/bmjopen-2014-006654
Source DB: PubMed Journal: BMJ Open ISSN: 2044-6055 Impact factor: 2.692
Personal characteristics of the cyclists, characteristics of the trip when the injury occurred, characteristics of the route at the site where the injury occurred, and crash circumstances (N=683)
| N (%) | |
|---|---|
| Personal characteristics | |
| Male | 404 (59) |
| Age | |
| 19 to 29 | 262 (39) |
| 30 to 39 | 167 (25) |
| 40 to 49 | 115 (17) |
| 50 to 59 | 81 (12) |
| ≥60 | 55 (8.1) |
| Regular cyclist (cycled ≥52 times per year) | 602 (88) |
| Had a driver's license | 613 (90) |
| Considered themselves experienced | 637 (93) |
| Had taken a cycling training course | 42 (6.1) |
| Trip characteristics | |
| Time of day | |
| Day | 530 (78) |
| Dawn or dusk | 50 (7.3) |
| Night | 103 (15) |
| Clear weather | 473 (69) |
| Helmet worn | 472 (69) |
| Bright clothing worn | 228 (33) |
| Bike lights turned on | 133 (19) |
| Alcohol consumed in previous 6 h | 70 (10) |
| Drugs consumed in previous 6 h | 78 (11) |
| Route characteristics at the injury sites | |
| Route types | |
| Major streets (arterials and collectors, most with no bicycle infrastructure, a few with shared lanes, n=22) | 289 (42) |
| Local streets (mainly residential, many designated as bikeways, n=99) | 187 (27) |
| Sidewalks | 52 (7.6) |
| Multi-use paths (designated for pedestrians and bicyclists) | 73 (11) |
| Bicycle-specific infrastructure (bike lanes on major streets, n=59; cycle tracks alongside major streets, n=2; and off-street bike paths, n=21) | 82 (12) |
| At an intersection | 211 (31) |
| Junctions in last 100 m | 593 (87) |
| Bike signage present | 76 (11) |
| Construction present | 85 (12) |
| Streetcar or train tracks present | 149 (22) |
| Downhill grade | 329 (48) |
| Average vehicle speed >30 km/h | 363 (53) |
| Forward distance visible <20 m | 12 (1.8) |
| Crash circumstances | |
| Collision with motor vehicle | 231 (34) |
| Collision with streetcar or train tracks | 97 (14) |
| Collision with other surface features (eg, pothole, rock, roots, leaves and ice) | 69 (10) |
| Collision with obstacle (eg, post, curb, planter and lane divider) | 69 (10) |
| Collision with cyclist, pedestrian, animal | 40 (5.9) |
| Falls | 177 (26) |
Figure 1Metrics of severity of cycling injuries to 683 study participants, stratified by Canadian Triage and Acuity Scale (CTAS), where 5 is the least medically urgent and 1 is the most.
Relationship between the four metrics of severity: Pearson correlation coefficients above the diagonal; numbers of participants below the diagonal
| Did not continue by bike | Transported to hospital by ambulance | Admitted to hospital | CTAS* | |
|---|---|---|---|---|
| Did not continue by bike (n=528) | – | 0.40 | 0.17 | −0.29 |
| Transported to hospital by ambulance (n=251) | 249 | – | 0.24 | −0.39 |
| Admitted to hospital (n=60) | 60 | 45 | – | −0.20 |
| CTAS=1 or 2 (n=75) | 74 | 62 | 17 | – |
*Correlations with CTAS were negative because the scale was in the opposite direction, with 1=most urgent and 5=least urgent. All other metrics were assigned 1=more versus 0=less severe.
CTAS, Canadian Triage and Acuity Scale.
Figure 2Crash circumstances versus metrics of severity. Collisions could be with a motor vehicle, obstacle, surface feature, cyclist, pedestrian, or animal. Motor vehicle ‘involved’ includes both direct collisions with vehicles and crashes resulting from manoeuvres to avoid a motor vehicle. CTAS, Canadian Triage and Acuity Scale.
OR and 95% CI for associations between metrics of injury severity and personal, trip, crash circumstance and route characteristics (N=683)
| Did not continue by bike | Transported to hospital by ambulance | Admitted to hospital | CTAS* | |
|---|---|---|---|---|
| OR (95% CI) | OR (95% CI) | OR (95% CI) | OR (95% CI) | |
| Sex | ||||
| Male | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Female | 1.34 (0.93 to 1.93) | 1.07 (0.59 to 1.94) | 0.98 (0.71 to 1.35) | |
| Age | ||||
| 19–29 | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| 30–39 | 1.15 (0.70 to 1.88) | 1.18 (0.75 to 1.85) | 1.18 (0.54 to 2.61) | 1.29 (0.87 to 1.91) |
| 40–49 | 1.22 (0.70 to 2.14) | 1.40 (0.83 to 2.34) | 1.96 (0.89 to 4.33) | |
| 50–59 | 1.50 (0.77 to 2.95) | 1.04 (0.57 to 1.91) | 1.02 (0.35 to 2.97) | 1.57 (0.95 to 2.62) |
| ≥60 | 1.33 (0.63 to 2.82) | 1.42 (0.78 to 2.60) | ||
| Considered themselves an experienced cyclist | ||||
| No | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Yes | 1.36 (0.63 to 2.95) | 2.16 (0.97 to 4.83) | 1.03 (0.28 to 3.84) | 1.52 (0.78 to 2.95) |
| Cycling frequency† | 1.00 (0.78 to 1.76) | 0.92 (0.72 to 1.08) | 1.18 (0.85 to 1.50) | |
| Time of day | ||||
| Day | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Dusk or dawn | 0.65 (0.33 to 1.29) | 0.53 (0.24 to 1.13) | 0.75 (0.21 to 2.62) | 0.72 (0.39 to 1.30) |
| Night | 0.90 (0.53 to 1.54) | 1.16 (0.71 to 1.90) | 1.87 (0.90 to 3.86) | 0.90 (0.58 to 1.40) |
| Motor vehicle collision | ||||
| No | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Yes | 1.27 (0.63 to 2.54) | |||
| Route type | ||||
| Major street | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Local street | 1.08 (0.61 to 1.92) | 1.44 (0.86 to 2.39) | 1.18 (0.75 to 1.84) | |
| Sidewalk | 1.15 (0.42 to 3.19) | 3.26 (0.51 to 20.7) | 1.31 (0.56 to 3.06) | |
| Multiuse path | 1.33 (0.52 to 3.44) | 2.18 (0.83 to 5.77) | 1.22 (0.55 to 2.68) | |
| Bicycle-specific infrastructure | 0.98 (0.50 to 1.94) | 1.02 (0.55 to 1.89) | 0.89 (0.27 to 2.99) | 1.27 (0.74 to 2.18) |
| Intersection | ||||
| No | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Yes | 1.44 (0.98 to 2.13) | 1.04 (0.53 to 2.04) | 0.89 (0.63 to 1.26) | |
| Streetcar or train tracks | ||||
| No | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Yes | 1.11 (0.65 to 1.91) | 1.03 (0.63 to 1.70) | 0.98 (0.39 to 2.47) | 1.36 (0.88 to 2.10) |
| Grade | ||||
| Flat or uphill | 1 (reference) | 1 (reference) | 1 (reference) | 1 (reference) |
| Downhill | 1.32 (0.89 to 1.96) | 1.23 (0.68 to 2.22) | 1.31 (0.96 to 1.79) | |
| Motor vehicle speed‡ | 1.05 (0.89 to 1.24) | 1.24 (0.91 to 1.69) | 1.08 (0.94 to 1.24) | |
Multiple logistic regression models; all independent variables significant in at least one unadjusted analysis included.
Bold indicates that the odds ratio is statistically significantly different from 1.0.
*CTAS=Canadian Triage and Acuity Scale, grouped into three categories for analysis using ordinal logistic regression; the OR represents the comparison of categories 1 and 2 versus 3, 4 and 5 and categories 1, 2 and 3 versus 4 and 5 under the proportional odds assumption. The proportional odds assumption was met, meaning that the ORs for these two comparisons are equivalent.
†Mean cycling frequency=152 trips/year, SD=81 trips/year; ORs and CIs calculated for a one SD increase.
‡Mean motor vehicle speed=36 km/h, SD=9.5 km/h; ORs and CIs calculated for a one SD increase. This is a mean of means: 683 sites, each with 5 speed measurements taken during the site observation period (∼30 min), then averaged. Speeds were measured using a Bushnell Velocity Speed Gun (Overland Park, Kansas, USA).