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This section presents the approach used to predict scooter crashes compared to other crashes. The study employed binary logistic regression analysis to evaluate the likelihood of scooter crashes for different pre-defined buffer distances.
Data description
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This study utilized five years (2018 to 2022) of statewide crash data from Utah to predict scooter crashes based on spatial considerations[18]. The dataset contained all types of crashes, including scooter and non-scooter crashes. It also contained important attributes like crash severity, junction type, lighting condition, weather conditions, driver age, etc.
First, the scooter crashes were identified using the vehicle type variable and crash narrative. A total of 260 scooter crashes were identified. Six buffers, 5, 10, 50, 100, 150, and 250 ft, were created for each scooter crash to determine the comparison of crashes to scooter crashes. For each buffer, corresponding crashes and associated features/attributes of interest were extracted.
Further, based on the literature review, only important attributes that impact scooter crashes were selected from the original crash dataset for further analysis. Six categorical variables, junction type, lighting condition, weather condition, vehicle maneuver, driver age, and season of the year, and one continuous variable, traffic volume, were selected for further analysis.
Statistical modeling approach
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In this study, scooter crashes were compared to other crashes. As such, two response variables were involved: (i) scooter-related crashes and, (ii) non-scooter-related crashes. These binary outcomes were modeled using a binary logit model due to its simplicity and interpretability regarding the odds ratio. Further, the binary logit model assumes that the observations are not from repeated measurements and that the independent variables have little or no multicollinearity[19,20]. The binary logistic regression is represented using a Bernoulli probability function whereby the response variable Yi has two binary outcomes (1 or 0). The probability of the scooter crash P(Yi = 1) can be expressed as an inverse logistic function of a vector of explanatory variables Xi as depicted in Eqn (1) below:
$ P({Y}_{i}=1)=\dfrac{1}{1+{e}^{-z}} $ (1) $ z = {\hat{\beta }}_{0}+{\hat{\beta }}_{i}{x}_{i} $ (2) $ Odds\;Ratio\left(OR\right)=\dfrac{P}{1-P} $ (3) whereby,
represent variable coefficients to be estimated while$ {\hat{\beta }}_{i} $ is a constant term. The maximum likelihood method was used to estimate the variable coefficients. Moreover, in the binary outcomes, the 0 value represents all other comparison crashes, while 1 represents scooter crashes.$ {\hat{\beta }}_{0} $ The interpretation of the model was based on the odds ratio (OR) since the variable coefficients cannot provide a straightforward meaning for the logistic regression model. Given the event of interest, which in this study is the scooter crash, a certain variable will be associated with the increase in the probability of the event of interest if its OR is greater than one. However, if the OR is less than one, the variable is associated with a decrease in the probability of the event of interest. If the OR of the variable is equal to one, it implies that the variable does not influence the event of interest[21].
Descriptive analysis
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Table 1 shows variables and their descriptive statistics for each buffer. Generally, throughout the buffers, about 47.69% of scooter crashes occurred at T-intersections, 86.15% occurred in lighting conditions other than dark-lighted, 93.08% occurred in other weather conditions other than cloudy, 50.77% occurred when vehicles turned right, 89.23% occurred in age groups other than older drivers, and 56.96% occurred during the fall season.
Table 1. Descriptive summary of the variables.
Variable name Category 5-ft buffer 10-ft buffer 50-ft buffer Other crashes Scooter crashes Other crashes Scooter crashes Other crashes Scooter crashes Count Percent Count Percent Count Percent Count Percent Count Percent Count Percent Junction type 4-Leg intersection 196 67.8% 124 47.7% 372 81.8% 124 47.7% 2186 82.0% 124 47.7% T-Intersection 8 2.8% 45 17.3% 20 4.4% 45 17.3% 101 3.79% 45 17.3% Non-intersection 15 5.2% 40 15.4% 30 6.6% 40 15.4% 190 7.13% 40 15.4% Others 19 6.6% 51 19.6% 33 7.3% 51 19.6% 189 7.09% 51 19.6% Lighting condition Daylight 178 61.6% 198 76.2% 337 74.1% 198 76.2% 1943 72.88% 198 76.2% Dark-lighted 42 14.5% 36 13.8% 91 20.0% 36 13.8% 574 21.53% 36 13.8% Others 18 6.2% 26 10.0% 27 5.9% 26 10.0% 149 5.59% 26 10.0% Weather condition Clear 186 64.4% 226 86.9% 370 81.3% 226 86.9% 2079 77.98% 226 86.9% Cloudy 26 9.0% 18 6.9% 46 10.1% 18 6.9% 375 14.07% 18 6.9% Others 26 9.0% 16 6.2% 39 8.6% 16 6.2% 212 7.95% 16 6.2% Vehicle Maneuver Straight ahead 4 1.4% 117 45.0% 9 2.0% 117 45.0% 58 2.18% 117 45.0% Stopped vs straight ahead 21 7.3% 6 2.3% 30 6.6% 6 2.3% 227 8.51% 6 2.3% Both straight 56 19.4% 5 1.9% 106 23.3% 5 1.9% 582 21.83% 5 1.9% Straight vs turning left 69 23.9% 5 1.9% 131 28.8% 5 1.9% 824 30.91% 5 1.9% Right turn 23 8.0% 67 25.8% 54 11.9% 67 25.8% 292 10.95% 67 25.8% Other movements 65 22.5% 60 23.1% 125 27.5% 60 23.1% 683 25.62% 60 23.1% Driver age Older driver - No 187 64.7% 232 89.2% 361 79.3% 232 89.2% 2203 82.63% 232 89.2% Older driver - Yes 51 17.6% 28 10.8% 94 20.7% 28 10.8% 463 17.37% 28 10.8% Season of the Year Winter 52 18.0% 21 8.1% 108 23.7% 21 8.1% 669 25.09% 21 8.1% Spring 58 20.1% 47 18.1% 103 22.6% 47 18.1% 593 22.24% 47 18.1% Summer 46 15.9% 90 34.6% 100 22.0% 90 34.6% 585 21.94% 90 34.6% Fall 82 28.4% 102 39.2% 144 31.6% 102 39.2% 819 30.72% 102 39.2% Variable name Category 100-ft buffer 150-ft buffer 250-ft buffer Other crashes Scooter crashes Other crashes Scooter crashes Other crashes Scooter crashes Count Percent Count Percent Count Percent Count Percent Count Percent Count Percent Junction type 4-Leg intersection 3403 79.0% 124 47.7% 3849 74.5% 124 47.7% 4221 66.7% 124 47.7% T-Intersection 203 4.7% 45 17.3% 320 6.2% 45 17.3% 562 8.9% 45 17.3% Non-intersection 274 6.4% 40 15.4% 317 6.1% 40 15.4% 426 6.7% 40 15.4% Others 430 10.0% 51 19.6% 677 13.1% 51 19.6% 1119 17.7% 51 19.6% Lighting condition Daylight 3165 73.4% 198 76.2% 3775 73.1% 198 76.2% 4641 73.3% 198 76.2% Dark-lighted 908 21.1% 36 13.8% 1092 21.2% 36 13.8% 1307 20.7% 36 13.8% Others 237 5.5% 26 10.0% 296 5.7% 26 10.0% 380 6.0% 26 10.0% Weather condition Clear 3346 77.6% 226 86.9% 4001 77.5% 226 86.9% 4885 77.2% 226 86.9% Cloudy 627 14.5% 18 6.9% 730 14.1% 18 6.9% 902 14.3% 18 6.9% Others 337 7.8% 16 6.2% 432 8.4% 16 6.2% 541 8.5% 16 6.2% Vehicle Maneuver Straight ahead 129 3.0% 117 45.0% 175 3.4% 117 45.0% 245 3.9% 117 45.0% Stopped vs straight ahead 543 12.6% 6 2.3% 703 13.6% 6 2.3% 861 13.6% 6 2.3% Both straight 889 20.6% 5 1.9% 1029 19.9% 5 1.9% 1189 18.8% 5 1.9% Straight vs turning left 1049 24.3% 5 1.9% 1130 21.9% 5 1.9% 1301 20.6% 5 1.9% Right turn 456 10.6% 67 25.8% 511 9.9% 67 25.8% 612 9.7% 67 25.8% Other movements 1244 28.9% 60 23.1% 1615 31.3% 60 23.1% 2120 33.5% 60 23.1% Driver age Older driver - No 3604 83.6% 232 89.2% 4325 83.8% 232 89.2% 5313 84.0% 232 89.2% Older driver - Yes 706 16.4% 28 10.8% 838 16.2% 28 10.8% 1015 16.0% 28 10.8% Season of the Year Winter 1094 25.4% 21 8.1% 1332 25.8% 21 8.1% 1620 25.6% 21 8.1% Spring 920 21.3% 47 18.1% 1094 21.2% 47 18.1% 1353 21.4% 47 18.1% Summer 980 22.7% 90 34.6% 1168 22.6% 90 34.6% 1438 22.7% 90 34.6% Fall 1316 30.5% 102 39.2% 1569 30.4% 102 39.2% 1917 30.3% 102 39.2% For other crashes, the number of observations differs across buffers. However, the trend in each buffer for other crashes has remained the same as what is presented for the scooter crashes. That means higher proportions of other crashes have been observed to occur at T-intersections, in weather conditions other than cloudy, when vehicles are involved in other movements, and age groups other than older drivers. For example, for a 5 ft buffer, 82.35% of comparison crashes have been observed to occur at T-intersections. 82.35% occurred in lighting conditions other than dark-lighted, 89.08% occurred in weather conditions other than cloudy, 22.5% occurred when vehicles were involved in other movements, 78.57% occurred in age groups other than older, 37.18% occurred during the summer season.
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Table 2 presents the logistic regression results for scooter crashes for the six buffer distances of 5, 10, 50, 100, 150, and 250 ft. From Table 2, the prediction accuracy for the buffer-specific model increased with buffer distances from 10 to 250 ft. Also, the direction (sign) and magnitude of the impact of the variable coefficients changed across the different buffer distances. Below is a discussion of the observed changes in prediction accuracy and the direction and magnitude of the variable coefficients.
Table 2. Logistic regression model results.
5-ft buffer 10-ft buffer 50-ft buffer Estimate OR p-value Estimate OR p-value Estimate OR p-value Intercept 6.172 478.98 < 0.001 4.571 96.62 <0.001 2.774 16.02 0.002 Junction type T-intersection 1.400 4.05 0.007 1.100 3.00 0.007 1.095 2.99 <0.001 Non-intersection 1.176 3.24 0.020 0.956 2.60 0.020 0.845 2.33 0.003 Others 2.450 11.59 < 0.001 1.940 6.96 < 0.001 1.756 5.79 <0.001 Lighting condition Dark-lighted 1.460 4.31 0.001 0.624 1.87 0.070 −0.016 0.98 0.948 Others 0.885 2.42 0.115 1.122 3.07 0.021 0.483 1.62 0.147 Weather condition Cloudy 0.020 1.02 0.972 0.628 1.87 0.191 −0.089 0.92 0.782 Others −0.933 0.39 0.089 −0.230 0.79 0.619 −0.147 0.86 0.685 Vehicle maneuver Stopped vs straight ahead −6.223 0.002 < 0.001 −5.476 0.004 <0.001 −5.560 0.004 < 0.001 Both straight −5.134 0.01 < 0.001 −5.034 0.01 <0.001 −4.829 0.01 < 0.001 Straight vs turning left −6.080 0.002 < 0.001 −5.722 0.003 <0.001 −5.532 0.004 < 0.001 Turning right 1.702 5.49 < 0.001 1.296 3.66 <0.001 0.947 2.58 < 0.001 Other movements −3.262 0.04 < 0.001 −3.100 0.05 <0.001 −2.834 0.06 < 0.001 Traffic volume Log (AADT) −1.123 0.33 0.001 −0.965 0.38 0.001 −0.895 0.41 < 0.001 Driver age Older driver −1.020 0.36 0.012 −0.732 0.48 0.035 −0.510 0.60 0.064 Season of the year Spring 0.519 1.68 0.357 0.712 2.04 0.114 0.619 1.86 0.070 Summer 1.640 5.15 0.003 1.695 5.45 < 0.001 1.450 4.26 < 0.001 Fall 1.051 2.86 0.041 1.390 4.01 0.001 1.291 3.64 < 0.001 Number of observations 429 641 2777 AIC 331 475 922 Prediction accuracy 87.5% 84.3% 92.3% Sensitivity score 85.5% 91.7% 97.4% Specificity score 89.8% 67.8% 55.9% 100-ft buffer 150-ft buffer 250-ft buffer Estimate OR p-value Estimate OR p-value Estimate OR p-value Intercept 1.859 6.42 0.017 1.959 7.09 0.009 2.124 8.36 0.004 Junction type T-intersection 1.234 3.44 < 0.001 1.242 3.46 < 0.001 0.943 2.57 < 0.001 Non-intersection 0.222 1.25 0.388 −0.086 0.92 0.729 −0.493 0.61 0.040 Others 1.424 4.15 < 0.001 1.157 3.18 < 0.001 0.465 1.59 0.053 Lighting condition Dark-lighted −0.050 0.95 0.826 −0.084 0.92 0.704 −0.159 0.85 0.466 Others 0.336 1.40 0.265 0.225 1.25 0.444 0.125 1.13 0.662 Weather condition Cloudy −0.248 0.78 0.420 −0.316 0.73 0.298 −0.386 0.68 0.195 Others −0.381 0.68 0.270 −0.365 0.69 0.276 −0.416 0.66 0.203 Vehicle maneuver Stopped vs straight ahead −5.593 0.004 < 0.001 −5.684 0.003 < 0.001 −5.639 0.004 < 0.001 Both straight −4.508 0.01 < 0.001 −4.461 0.01 < 0.001 −4.418 0.01 < 0.001 Straight vs turning left −5.057 0.01 < 0.001 −4.985 0.01 < 0.001 −4.884 0.01 < 0.001 Turning right 0.961 2.61 < 0.001 1.039 2.83 < 0.001 1.031 2.80 < 0.001 Other movements −2.548 0.08 < 0.001 −2.557 0.08 < 0.001 −2.533 0.08 < 0.001 Traffic volume Log(AADT) −0.823 0.44 < 0.001 −0.895 0.41 < 0.001 −0.928 0.40 < 0.001 Driver age Older driver −0.372 0.69 0.149 −0.321 0.73 0.206 −0.387 0.68 0.120 Season of the year Spring 0.711 2.04 0.027 0.772 2.16 0.015 0.670 1.95 0.031 Summer 1.309 3.70 < 0.001 1.396 4.04 < 0.001 1.301 3.67 < 0.001 Fall 1.175 3.24 < 0.001 1.272 3.57 < 0.001 1.166 3.21 < 0.001 Number of observations 4341 5109 6165 AIC 1123 1188 1283 Prediction accuracy 95.5% 96.0% 96.9% Sensitivity score 99.1% 99.4% 99.8% Specificity score 18.6% 11.9% 8.5% Bolded values are statistically significant at a 95% while bolded and italic are statistically significant at a 90% confidence interval. Model performance
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Results in Table 2 show a clear trend of changes in the prediction capabilities of the logistic regression model as the buffer size increases. Although not uniform, the prediction accuracy generally increased with increased buffer distance. The lowest prediction accuracies of 87.5% and 84.3% corresponded to the smallest 5-ft and 10-ft buffer distances, respectively. On the other hand, the prediction accuracy increased monotonically with the buffer distance. The prediction accuracy comprises two components: the true positive and the true negative. In this case, the true positive values score represents the actual scooter crashes, while the true negative is non-scooter crashes. Due to data imbalance, most observations were in the non-event class of interest. Thus, it signifies the increase in non-scooter crashes. However, if the objective is to predict scooter crashes, the model with a high prediction accuracy would not be approximated because the overall prediction accuracy of the model represents the non-event class due to data imbalance. A similar scenario in the context of crash prediction has been observed in previous studies whereby sensitivity, specificity, and precision were employed as the supplemental model performance measures to consider both event and non-event classes[22]. Considering the models'’ prediction capabilities, the 5 ft buffer is deemed appropriate for predicting scooter crashes as it has a relatively high prediction accuracy, sensitivity, and specificity score.
Direction and magnitude of variable coefficients
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To understand an appropriate buffer distance for scooter crash prediction, it is also important to consider the possibility of changes in the direction of impact. The results in Table 2 indicate that the direction of impact of some variables changed, as indicated by the positive and negative signs of the estimates/coefficients. In particular, three variables, the junction type, lighting condition, and weather condition, showed a change in the direction of the impact across the buffers. Among the variables, junction type is statistically significant at a 95% confidence level for the 5 ft buffer. Per the results, the model that used a 5 ft buffer revealed that non-intersection locations are more likely to be associated with scooter crashes. On the other hand, a 250 ft buffer model indicates that non-intersection locations are less likely to be associated with scooter crashes. Such observation underscores the importance of space constraints when performing comparative analysis. The 250 ft buffer distance might include other features not associated with the scooter crash location, thus showing no influence on scooter crashes. The junction type and lighting conditions are spatial features, and when the buffer increases, there is a high likelihood of including features unrelated to the scooter crash. Other attributes, such as dark-lighted and cloudy weather conditions, were not statistically significant at a 95% confidence interval for the 250 ft buffer. However, they indicated that the increased buffer distance may affect their results.
The changes in the directions of impact for the three variables (junction type, lighting condition, and weather condition) started at different buffers. For instance, that change starts to be noticed at a 150-ft buffer for non-intersection locations. These findings imply that there shouldn't be a single value/buffer for everything. The buffer should vary depending on the purpose of the analysis. For instance, a buffer of less than 50 ft can be used for lighting conditions assessment, while for intersection crashes, a buffer of less than 150 ft should be adopted. This is contrary to the previous studies that applied a buffer of 250 ft for safety analysis of intersections[10].
The increase in buffer distance was also associated with the changes in the magnitude of the impact of the variables. Overall, as the buffer distance increased, the magnitude of the impact decreased, as indicated by the decreasing magnitudes of coefficients and associated odd ratios. The impact of the increased buffer distance was more pronounced in the spatially controlled factors such as the lighting condition and intersection type. For instance, while the T-intersection was over four times more likely to be associated with scooter crashes for the 5 ft model, the magnitude was about 2.57 times for the 250 ft model. A similar trend was observed for non-intersection crashes. It was even worse for other junction types where the buffer increase from 5 to 250 ft was associated with a decrease in about 10 times odd ratios.
Other variables that significantly changed the magnitude of impact include right turn movements and the summer season. Turning movements can be associated with spatial factors, such as increased buffer distance, including some driveways where vehicles are likely to turn right. The remaining variable showed a compact nature irrespective of the increase in the buffer distance.
Based on the results from this study, due to the difference in the specificity scores from a 50 to 100 ft buffer. While the specificity scores for 5, 10, and 50 ft buffers were 89.8%, 67.8%, and 55.9%, respectively, the 100, 150, and 250 ft buffers had specificity scores of 18.6%, 11.9%, and 5.8%. Due to the drop in the specificity scores from the 50 to 100 ft buffer, a buffer less or equal to 50 ft may be deemed appropriate for various analyses. According to the results, intersection type, right turning movements, dark-lighted conditions, and summer seasons are the key predictors of scooter crashes. The group of other intersections, such as roundabouts, etc., was over 11 times more likely to be associated with scooter crashes. The T-intersections were also highly likely, as indicated by a 4.05 odds ratio. This implies that scooter crashes are generally more likely to occur at intersection locations than at non-intersection locations. Similar results were obtained from the study conducted by Shah et al., whereby a higher frequency of scooter-related crashes occurred at intersections[6]. However, the findings contradict those of Yang et al.[4]. According to their study, more scooter crashes were observed to occur on arterial streets rather than at intersections[4]. These contradictory results might be due to the nature of the analysis, as their study used reports from the news but did not compare scooter crashes with any other crash types.
Dark-lighted conditions had higher odds of crash occurrences (4.31 for a 5 ft buffer) than other lighting conditions within the same buffer. This finding is nearly similar to the one obtained by White et al., who found that riding during non-daylight conditions increases the risk of scooter crashes by 5.52 times compared to riding in other conditions[15]. However, the study did not consider spatial considerations in its analysis. The higher likelihood of scooter crashes in dark-lighted conditions is due to the low visibility associated with riding scooters during dark-lighted conditions, which tends to increase the likelihood of scooter crashes. The findings from this study contradict the ones by Shah et al., which found that daylight conditions are more associated with scooter crashes than other lighting conditions[6]. It should be noted that the study by Shah et al. was exploratory and did not compare scooter crashes with other crashes[6].
Summer seasons are associated with higher chances of scooter crashes. Scooter-related crashes have been observed to have a 5.15 times odds ratio during summer seasons. Previous studies support this finding. For instance, it has been found that the number of scooter crashes has peaked during the summer months compared to other months[4,5]. Also, Shah et al. observed higher crash rates of scooters in the summer[6]. This is because, during summer seasons, there is a higher utilization of e-mobility products like scooters compared to other seasons; as such, exposure to crashes also increases due to increased interactions between scooters and other vehicles[23].
Right-turning movements have been observed to influence scooter crashes with an odds ratio of 5.49 compared to other vehicle maneuvers. Based on the results in Table 2, the magnitude of impact for turning right movement has been observed to decrease considerably as the buffer distance increases. This can be explained by the fact that as buffer distance increases, more features might be incorporated into the analysis, which cannot be associated with the occurrence of the specific scooter crash. In addition, scooter riders interact much with motor vehicles, especially when the motor vehicles turn right; thus, such interactions contribute to the increase in the likelihood of scooter crashes. However, this is contrary to the findings by Shah et al., which found that most scooter crashes occurred when the vehicle was going straight while the scooter rider was crossing from the right side of the motorist[6]. In their study, Shah et al. applied descriptive analysis to 52 e-scooters and 79 bicycle police reported crashes in Nashville but did not compare their findings with any other crash[6]. Thus, their conclusion may hold only when comparing scooter crashes at various locations.
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Understanding the key factors associated with scooter crashes compared to other crashes is imperative to improving the safety of scooters. Past studies reported that the majority of the scooter victims sustained severe injuries or even deaths. As such, accurate prediction of scooter crashes is highly important compared to other crashes. Unlike most previous studies utilizing the entire dataset or simulation methods, this study utilized a constrained dataset to predict scooter crashes based on predefined buffers. The study developed logistic regression models to predict the likelihood of scooter crashes to the predefined buffers: 5, 10, 50, 100, 150, and 250 ft.
This study presents the following significant observations based on the changes in prediction capabilities, changes in the direction of impact of the variables, and changes in the magnitude of the impact of the variables.
• As the buffer increases, different variables will predict the likelihood of a scooter crash differently. Therefore, it is important to select and use a suitable buffer size depending on the purpose of the specific analysis.
• As the buffer distance increases, the impact of different variables decreases. A significant decrease was observed in the following variables: junction type, lighting condition, right turning movement, and summer season – which are the key predictors of scooter crashes.
• A 50 ft or less buffer is deemed appropriate for various analyses. This is due to the better performance shown by models with less or equal to 50 ft buffer distance than models with greater or equal to 100 ft buffer distance using their three performance measures: prediction accuracy, sensitivity score, and specificity score.
This study investigated the impact of different buffers for crash analysis on predicting certain types of crashes, such as scooter crashes. It is evident from this study that the current and commonly used 250 ft buffer might not be a suitable criterion for scooter crash analysis. This study has shown that at the 250 ft buffer, the prediction accuracy and sensitivity of the model is high, but the specificity score is low, which implies that the model correctly predicts non-scooter crashes. Therefore, this research highlights the importance of selecting a proper buffer distance to analyze scooter crashes depending on the level of detail the intended analysis should offer. The research further provides future researchers with an opportunity to investigate the adaptability of a similar approach to other types of crashes that have few occurrences in nature but sustain serious injuries if they occur.
Various safety practitioners and transportation agencies can use the findings from this study to improve roadway safety in general and scooter/micromobility crashes specifically. The main application of this study is when developing crash modification factors (CMFs) for scooter/micro-mobility-related counter measures. Practitioners should use a buffer that is more appropriate to scooters/micromobility, contrary to the 250 ft buffer that is commonly used. This study suggests that a buffer of 50 ft should be used for safety analysis. The CMFs developed using wider buffers may produce unrealistic results. Various agencies rely on the CMFs to improve traffic safety. Thus, improving the approach to determine proper CMFs will benefit them.
Despite the findings, this study has the following limitations: first, the study used about 260 scooter crash data, which may be relatively small sample data. Future studies may consider expanding the sample size to include scooter crashes from different cities and jurisdictions. Second, the current study used regression analysis, which may not answer why the crash happened. Thus, future studies may consider other approaches, such as text analysis and related complex machine learning algorithms, to understand the variations of the reasons for crashes as the spatial consideration varies. Third, this study utilized scooter crash data from the State of Utah Department of Transportation, lacking multi-regional representation. Future studies may consider scooter crash data from different regions to ensure spatial distribution and adaptability. In addition, they should also consider adding population demographic-related dependent variables such as race, income, scooter typical use, etc., to capture as wide a population distribution as possible.
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About this article
Cite this article
Kutela B, Mihayo MP, Kidando E, Chengula TJ, Lyimo SM. 2024. Spatial insights into micro-mobility safety: establishing optimal buffers for scooter crash predictions. Digital Transportation and Safety 3(4): 184−190 doi: 10.48130/dts-0024-0016
Spatial insights into micro-mobility safety: establishing optimal buffers for scooter crash predictions
- Received: 24 March 2024
- Revised: 12 August 2024
- Accepted: 22 August 2024
- Published online: 27 December 2024
Abstract: Establishing comparison events/crashes is among the key challenges in safety analysis. This study proposes a spatial consideration for predicting scooter crashes using Utah's five years of crash data. It involves creating buffers ranging from 5 to 250 ft from the point of the scooter crash to obtain comparison crashes. The appropriate variables were selected based on the literature and engineering judgment. The Binary Logistic Regression was then applied to determine the appropriate buffer based on the consistency in the direction and magnitude of the impact of predictor variables. Results indicate that three variables, the junction type, lighting condition, and weather condition, are susceptible to changes in the direction of impact. Moreover, the study findings reveal that as the buffer distance increases, the magnitude of the impact of the variables decreases. Based on the results, a buffer of less than 50 ft is deemed appropriate for various analyses due to consistency in direction and the magnitude of impact. Further, the study findings show that intersections, dark-lighted conditions, summer season, and right-turning movements are more likely to be associated with scooter crashes. These findings can be crucial to transportation agencies and practitioners in improving the safety of scooter riders.
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Key words:
- Scooter safety /
- Micro-mobility /
- Spatial analysis /
- Optimal buffer