Our analysis of the FARS database showed that pedestrian fatalities during darkness generally became more prevalent in later years of our study period. Therefore, we also developed cursory binomial logistic regression models to compare factors associated with pedestrian fatalities that occurred between 2015 and 2019 (the late 2010s) with pedestrian fatalities that occurred between 2010 and 2014 (the early 2010s) (Table C1). The first model was based on all pedestrian fatalities (Model A), the second was based on pedestrian fatalities that occurred during darkness (Model B), and the third was based on pedestrian fatalities that occurred during daylight (Model C). Model A includes all fatalities with a known lighting condition, including dawn and dusk (n = 53,318). However, the 1,963 dawn and dusk fatalities are excluded from Model B (n = 39,260) and Model C (n = 12,095).
We excluded 2020 because of the COVID-19 pandemic. We used 2010 to 2014 as the base 5-year period in the models so that parameters indicate the odds of a crash with a particular characteristic occurring between 2015 and 2019. In other words, the estimated parameters in the models show which variables became more prevalent in the latter half of the 2010s (i.e., were significantly associated with the increase in pedestrian fatalities during the decade).
Relevant to this NCHRP project on pedestrian safety at night, darkness was significantly associated with the increase in pedestrian fatalities. After controlling for all other variables, compared to pedestrian fatalities that occurred in other lighting conditions, pedestrian fatalities during darkness were 18% more likely to occur during 2015 to 2019 than during 2010 to 2014 (Model A).
In addition to fatalities during darkness, we found significant increases in pedestrian fatalities that:
We also found significant decreases in pedestrian fatalities that:
We gained several additional insights by comparing the differences between the 2015-2019 and 2010-2014 time periods by darkness (Model B) versus daylight (Model C). Most of the significant variables in the darkness and daylight models had roughly similar associations with changes in pedestrian fatalities over time. However, we also found:
Table C1. Binomial Logistic Regression Model Results: Variables Associated with Pedestrian Fatalities in the Late 2010s
| APPENDIX TABLE PART 1: Temporal, Weather, and Location Variables | Model A: All Pedestrian fatalities (2015-2019 vs. 2010-2014) | Model B: Pedestrian fatalities in darkness (2015-2019 vs. 2010-2014) | Model C: Pedestrian fatalities in daylight (2015-2019 vs. 2010-2014) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 95% CI | 95% CI | 95% CI | ||||||||||
| Variable | Odds Ratio | 2.5% | 97.5% | Sig. | Odds Ratio | 2.5% | 97.5% | Sig. | Odds Ratio | 2.5% | 97.5% | Sig. |
| Intercept | 1.14 | 0.96 | 1.35 | 1.20 | 0.95 | 1.51 | 1.36 | 1.02 | 1.82 | * | ||
| Darkness (base = daylight, dawn, or dusk) | ||||||||||||
|
Yes |
1.18 | 1.13 | 1.24 | *** | ||||||||
| Season (base = January to March) | ||||||||||||
|
April to June |
0.99 | 0.94 | 1.05 | 1.00 | 0.94 | 1.07 | 0.94 | 0.84 | 1.05 | |||
|
July to September |
0.99 | 0.94 | 1.05 | 0.99 | 0.94 | 1.06 | 0.98 | 0.88 | 1.09 | |||
|
October to December |
0.93 | 0.88 | 0.98 | ** | 0.94 | 0.89 | 0.99 | * | 0.85 | 0.76 | 0.95 | ** |
| Weekday (base = Monday)1 | ||||||||||||
|
Sunday |
1.02 | 0.95 | 1.09 | 1.04 | 0.95 | 1.14 | 0.97 | 0.84 | 1.11 | |||
|
Tuesday |
0.97 | 0.90 | 1.04 | 0.99 | 0.91 | 1.08 | 0.91 | 0.79 | 1.04 | |||
|
Wednesday |
0.99 | 0.93 | 1.07 | 1.01 | 0.93 | 1.10 | 0.96 | 0.84 | 1.10 | |||
|
Thursday |
1.00 | 0.93 | 1.07 | 1.01 | 0.93 | 1.10 | 0.98 | 0.85 | 1.12 | |||
|
Friday |
0.94 | 0.88 | 1.00 | . | 0.93 | 0.86 | 1.01 | . | 1.00 | 0.87 | 1.15 | |
|
Saturday |
0.93 | 0.87 | 0.99 | * | 0.92 | 0.85 | 1.00 | * | 0.94 | 0.81 | 1.10 | |
|
Missing value |
0.86 | 0.63 | 1.17 | 0.81 | 0.58 | 1.13 | 1.39 | 0.59 | 3.45 | |||
| Weather (base = Clear) | ||||||||||||
|
Cloudy |
1.03 | 0.98 | 1.09 | 1.02 | 0.96 | 1.09 | 1.07 | 0.96 | 1.20 | |||
|
Rainy |
1.13 | 1.06 | 1.21 | *** | 1.13 | 1.05 | 1.22 | *** | 1.15 | 0.96 | 1.38 | |
|
Other |
0.96 | 0.85 | 1.08 | 0.99 | 0.87 | 1.14 | 0.76 | 0.56 | 1.02 | . | ||
|
Missing value |
7.33 | 6.19 | 8.73 | *** | 7.49 | 6.10 | 9.29 | *** | 6.90 | 5.05 | 9.64 | *** |
| Intersection location (base = no)2 | ||||||||||||
|
Yes |
0.71 | 0.66 | 0.76 | *** | 0.70 | 0.65 | 0.76 | *** | 0.73 | 0.64 | 0.84 | *** |
| In Road (base = no)2 | ||||||||||||
|
Yes |
1.11 | 0.99 | 1.24 | . | 1.25 | 1.05 | 1.48 | * | 1.01 | 0.86 | 1.20 | |
| Crosswalk (base = no)2 | ||||||||||||
|
Yes |
1.17 | 1.07 | 1.28 | *** | 1.20 | 1.07 | 1.34 | ** | 1.15 | 0.98 | 1.34 | . |
| Shoulder (base = no)2 | ||||||||||||
|
Yes |
1.17 | 1.02 | 1.34 | * | 1.38 | 1.13 | 1.69 | ** | 0.99 | 0.81 | 1.21 | |
| Sidewalk (base = no)2 | ||||||||||||
|
Yes |
1.08 | 0.91 | 1.28 | 1.44 | 1.08 | 1.93 | * | 0.92 | 0.74 | 1.16 | ||
| Other location (base = no)2 | ||||||||||||
|
Yes |
0.72 | 0.48 | 1.07 | 1.34 | 0.71 | 2.52 | 0.48 | 0.27 | 0.84 | * | ||
| Missing location | ||||||||||||
|
Yes |
1.21 | 1.00 | 1.47 | * | 1.43 | 1.11 | 1.84 | ** | 1.00 | 0.71 | 1.40 | |
| Work Zone (base = no) | ||||||||||||
|
Yes |
1.11 | 0.97 | 1.27 | 1.13 | 0.95 | 1.35 | 1.09 | 0.87 | 1.36 | |||
|
Missing value3 |
0.00 | 0.00 | 0.00 | |||||||||
| APPENDIX TABLE PART 2: Roadway, Vehicle, and Movement Variables | Model A: All Pedestrian fatalities (2015-2019 vs. 2010-2014) | Model B: Pedestrian fatalities in darkness (2015-2019 vs. 2010-2014) | Model C: Pedestrian fatalities in daylight (2015-2019 vs. 2010-2014) | |||||||||
| Functional Classification (base = Local) | ||||||||||||
|
Arterial x No Traffic Control |
1.85 | 1.75 | 1.97 | *** | 1.97 | 1.83 | 2.12 | *** | 1.62 | 1.44 | 1.81 | *** |
|
Arterial x Signal |
2.53 | 2.20 | 2.90 | *** | 3.04 | 2.53 | 3.66 | *** | 2.01 | 1.62 | 2.51 | *** |
|
Arterial x Stop Sign |
1.61 | 1.20 | 2.14 | ** | 1.22 | 0.75 | 2.00 | 1.76 | 1.21 | 2.57 | ** | |
|
Arterial x Other Traffic Control |
2.21 | 1.76 | 2.77 | *** | 2.58 | 1.94 | 3.45 | *** | 1.80 | 1.21 | 2.68 | ** |
|
Arterial x Missing Traffic Control |
v 3.44 | 2.13 | 5.54 | *** | 3.74 | 2.12 | 6.57 | *** | 3.56 | 1.29 | 10.13 | * |
|
Freeway |
1.78 | 1.64 | 1.93 | *** | 1.90 | 1.72 | 2.09 | *** | 1.68 | 1.40 | 2.02 | *** |
|
Missing value |
3.42 | 2.82 | 4.16 | *** | 3.61 | 2.79 | 4.71 | *** | 3.32 | 2.43 | 4.58 | *** |
| Traffic Control (base = none) | ||||||||||||
|
Signal |
0.88 | 0.76 | 1.01 | . | 0.82 | 0.68 | 0.99 | * | 0.90 | 0.71 | 1.14 | |
|
Stop sign |
1.09 | 0.86 | 1.36 | 1.51 | 1.02 | 2.23 | * | 0.87 | 0.64 | 1.19 | ||
|
Other |
0.54 | 0.45 | 0.65 | *** | 0.46 | 0.36 | 0.58 | *** | 0.71 | 0.51 | 0.98 | * |
|
Missing value |
1.78 | 1.22 | 2.62 | ** | 1.69 | 1.07 | 2.71 | * | 1.52 | 0.73 | 3.26 | |
| Speed Limit (base = 25 mph or lower) | ||||||||||||
|
30 mph |
0.69 | 0.63 | 0.75 | *** | 0.65 | 0.58 | 0.73 | *** | 0.73 | 0.63 | 0.83 | *** |
|
35 mph |
0.68 | 0.63 | 0.74 | *** | 0.64 | 0.57 | 0.71 | *** | 0.72 | 0.63 | 0.82 | *** |
|
40 to 45 mph |
0.68 | 0.63 | 0.73 | *** | 0.63 | 0.56 | 0.69 | *** | 0.77 | 0.67 | 0.88 | *** |
|
50 mph or higher |
0.63 | 0.58 | 0.68 | *** | 0.58 | 0.52 | 0.64 | *** | 0.72 | 0.61 | 0.84 | *** |
|
Missing value |
0.63 | 0.57 | 0.70 | *** | 0.57 | 0.50 | 0.66 | *** | 0.71 | 0.60 | 0.85 | *** |
| Number of Lanes (base = 3 or fewer) | ||||||||||||
|
4 or more |
1.05 | 1.01 | 1.10 | * | 1.05 | 1.00 | 1.11 | * | 1.04 | 0.95 | 1.14 | |
|
Missing value |
1.36 | 1.17 | 1.57 | *** | 1.23 | 1.01 | 1.52 | * | 1.42 | 1.12 | 1.79 | ** |
| One Way (base = no)4 | ||||||||||||
|
Yes |
1.30 | 1.15 | 1.46 | *** | 1.32 | 1.12 | 1.54 | *** | 1.28 | 1.05 | 1.55 | * |
| Vehicle Type (base = Car/Sedan) | ||||||||||||
|
Truck/Van/Sport Utility Vehicle |
1.02 | 0.98 | 1.06 | 1.03 | 0.98 | 1.08 | 0.98 | 0.90 | 1.07 | |||
|
Commercial Truck/Heavy Vehicle |
0.85 | 0.79 | 0.92 | *** | 0.90 | 0.82 | 1.00 | . | 0.82 | 0.72 | 0.94 | ** |
|
Other vehicle |
1.11 | 0.90 | 1.37 | 1.26 | 0.96 | 1.65 | . | 0.98 | 0.68 | 1.40 | ||
|
Missing value |
0.50 | 0.44 | 0.57 | *** | 0.57 | 0.50 | 0.66 | *** | 0.29 | 0.19 | 0.42 | *** |
| Vehicle Maneuver (base = Going Straight) | ||||||||||||
|
Turning Right |
1.20 | 1.03 | 1.40 | * | 1.30 | 0.98 | 1.72 | . | 1.18 | 0.96 | 1.43 | |
|
Turning Left |
1.18 | 1.06 | 1.32 | ** | 1.19 | 0.98 | 1.44 | . | 1.25 | 1.08 | 1.45 | ** |
|
Negotiating Curve |
0.98 | 0.91 | 1.07 | 0.98 | 0.89 | 1.08 | 1.00 | 0.85 | 1.18 | |||
|
Other |
1.14 | 1.05 | 1.24 | ** | 1.13 | 1.01 | 1.27 | * | 1.14 | 0.99 | 1.30 | . |
|
Missing value |
0.91 | 0.81 | 1.02 | 0.99 | 0.87 | 1.14 | 0.59 | 0.45 | 0.79 | *** | ||
| APPENDIX TABLE PART 3: Behavior and Demographic Variables | Model A: All Pedestrian fatalities (2015-2019 vs. 2010-2014) | Model B: Pedestrian fatalities in darkness (2015-2019 vs. 2010-2014) | Model C: Pedestrian fatalities in daylight (2015-2019 vs. 2010-2014) | |||||||||
| Pedestrian Drinking (base = no) | ||||||||||||
|
Yes |
0.79 | 0.75 | 0.84 | *** | 0.77 | 0.72 | 0.82 | *** | 0.98 | 0.80 | 1.19 | |
|
Missing value |
1.52 | 1.43 | 1.63 | *** | 1.44 | 1.33 | 1.55 | *** | 1.81 | 1.57 | 2.10 | *** |
| Pedestrian Drugs (base = no) | ||||||||||||
|
Yes |
1.47 | 1.36 | 1.59 | *** | 1.50 | 1.38 | 1.63 | *** | 1.41 | 1.11 | 1.79 | ** |
|
Missing value |
0.62 | 0.58 | 0.66 | *** | 0.66 | 0.62 | 0.71 | *** | 0.51 | 0.44 | 0.59 | *** |
| Hit and Run (base = no) | ||||||||||||
|
Yes |
1.11 | 1.04 | 1.19 | ** | 1.09 | 1.01 | 1.18 | * | 1.12 | 0.95 | 1.31 | |
|
Missing value |
0.38 | 0.20 | 0.75 | ** | 0.34 | 0.16 | 0.72 | ** | 1.10 | 0.24 | 6.18 | |
| Speeding (base = no) | ||||||||||||
|
Yes |
0.96 | 0.89 | 1.03 | 0.92 | 0.84 | 1.01 | . | 1.03 | 0.90 | 1.18 | ||
|
Missing value |
1.01 | 0.92 | 1.10 | 0.98 | 0.89 | 1.08 | 1.14 | 0.93 | 1.40 | |||
| Driver Drinking (base = no) | ||||||||||||
|
Yes |
0.86 | 0.80 | 0.93 | *** | 0.84 | 0.77 | 0.92 | *** | 0.91 | 0.75 | 1.10 | |
|
Missing value |
1.33 | 1.25 | 1.41 | *** | 1.35 | 1.26 | 1.45 | *** | 1.17 | 1.03 | 1.34 | * |
| Driver Drugs (base = no) | ||||||||||||
|
Yes |
0.96 | 0.86 | 1.06 | 1.03 | 0.91 | 1.18 | 0.86 | 0.72 | 1.03 | . | ||
|
Missing value |
0.42 | 0.40 | 0.45 | *** | 0.41 | 0.38 | 0.43 | *** | 0.52 | 0.45 | 0.59 | *** |
| Reckless Driving (base = no) | ||||||||||||
|
Yes |
0.85 | 0.75 | 0.96 | * | 0.86 | 0.72 | 1.02 | . | 0.78 | 0.64 | 0.95 | * |
|
Missing value |
1.15 | 1.05 | 1.25 | ** | 1.16 | 1.05 | 1.27 | ** | 1.11 | 0.90 | 1.36 | |
| Pedestrian Age (base = 16 to 64 years) | ||||||||||||
|
Younger than 16 years |
0.76 | 0.69 | 0.83 | *** | 0.73 | 0.64 | 0.83 | *** | 0.79 | 0.70 | 0.91 | *** |
|
Older than 64 years |
1.06 | 1.01 | 1.11 | * | 1.07 | 1.00 | 1.14 | * | 1.04 | 0.95 | 1.14 | |
|
Missing value |
1.43 | 1.13 | 1.81 | ** | 1.37 | 1.05 | 1.80 | * | 2.12 | 1.19 | 3.88 | * |
| Pedestrian Sex (base = Male) | ||||||||||||
|
Female |
0.98 | 0.94 | 1.02 | 0.98 | 0.93 | 1.03 | 0.97 | 0.90 | 1.06 | |||
|
Missing value |
2.77 | 1.60 | 5.05 | *** | 2.66 | 1.42 | 5.33 | ** | 5.36 | 1.36 | 36.17 | * |
| Pedestrian Race/Ethnicity (base = Non-Hispanic White) | ||||||||||||
|
Black |
1.20 | 1.14 | 1.26 | *** | 1.19 | 1.13 | 1.26 | *** | 1.19 | 1.05 | 1.34 | ** |
|
American Indian/Alaska Native |
0.95 | 0.84 | 1.08 | 0.93 | 0.81 | 1.08 | 1.03 | 0.70 | 1.51 | |||
|
Asian |
0.95 | 0.85 | 1.07 | 0.99 | 0.85 | 1.16 | 0.92 | 0.77 | 1.11 | |||
|
Pacific Islander |
1.11 | 0.93 | 1.32 | 1.05 | 0.86 | 1.29 | 1.23 | 0.85 | 1.80 | |||
|
Non-Hispanic unknown race |
1.21 | 0.85 | 1.73 | 1.20 | 0.79 | 1.84 | 0.93 | 0.45 | 1.93 | |||
|
Hispanic/Latino |
1.25 | 1.19 | 1.32 | *** | 1.27 | 1.19 | 1.34 | *** | 1.26 | 1.13 | 1.40 | *** |
|
Multiple or other race |
0.97 | 0.79 | 1.19 | 1.11 | 0.87 | 1.42 | 0.67 | 0.44 | 1.01 | . | ||
|
Missing value |
0.43 | 0.40 | 0.46 | *** | 0.41 | 0.38 | 0.45 | *** | 0.47 | 0.41 | 0.54 | *** |
| Driver Age (base = 15 to 19 years) | ||||||||||||
|
20 to 24 years |
1.08 | 0.98 | 1.18 | 1.09 | 0.97 | 1.21 | 1.10 | 0.90 | 1.34 | |||
|
25 to 34 years |
1.17 | 1.08 | 1.28 | *** | 1.19 | 1.07 | 1.32 | *** | 1.12 | 0.94 | 1.34 | |
|
35 to 44 years |
1.10 | 1.00 | 1.20 | * | 1.11 | 1.00 | 1.23 | . | 1.06 | 0.88 | 1.27 | |
|
45 to 54 years |
1.05 | 0.96 | 1.15 | 1.05 | 0.94 | 1.17 | 1.01 | 0.84 | 1.22 | |||
|
55 to 64 years |
1.15 | 1.04 | 1.26 | ** | 1.15 | 1.03 | 1.28 | * | 1.12 | 0.92 | 1.35 | |
|
65 years or older |
1.20 | 1.09 | 1.33 | *** | 1.25 | 1.11 | 1.41 | *** | 1.12 | 0.92 | 1.35 | |
|
Missing value |
1.55 | 1.18 | 2.05 | ** | 1.55 | 1.14 | 2.12 | ** | 1.63 | 0.82 | 3.25 | |
| Driver Sex (base = Male) | ||||||||||||
|
Female |
0.99 | 0.95 | 1.04 | 0.99 | 0.94 | 1.04 | 1.00 | 0.92 | 1.09 | |||
|
Missing value |
1.65 | 1.27 | 2.14 | *** | 1.51 | 1.13 | 2.03 | ** | 2.68 | 1.35 | 5.29 | ** |
|
|
||||||||||||
| Model sample size (n)5 | 53318 | 39260 | 12095 | |||||||||
| Model AIC | 67486 | 49483 | 15575 | |||||||||
1) Days of the week correspond with the 24-hour period from noon for the day listed to 11:59 am the following day (e.g., Friday represents noon on Friday until 11:59 am on Saturday). This is done to capture overnight periods in a single value.
2) Missing values for all location-related variables are controlled by the missing location variable.
3) There are only 10 missing values for work zones in the entire FARS pedestrian fatality dataset, so the estimates for this parameter are very small in this mo
4) Missing values for one-way streets are identical to missing values for the number of lanes, so a missing value indicator variable was not included.
5) The model samples exclude FARS pedestrian fatality records that had unknown values for lighting condition.