Article citation information:
Ansariyar, A.,
Jeihani, M. Statistical analysis of jaywalking conflicts by a
lidar sensor. Scientific
Journal of Silesian University of Technology. Series Transport.
2023, 120, 17-36. ISSN: 0209-3324. DOI:
https://doi.org/10.20858/sjsutst.2023.120.2.
Alireza ANSARIYAR[1],
Mansoureh JEIHANI[2]
STATISTICAL ANALYSIS OF JAYWALKING CONFLICTS BY A LIDAR SENSOR
Summary. The light
detection and ranging (Lidar) sensor is a remote sensing technology that can be
used to monitor pedestrians who cross an intersection outside of a designated
crosswalk or crossing area, which is a key safety application of lidar sensors
at signalized intersections. Hereupon, the Lidar sensor was installed at the
Hillen Rd - E 33rd St. intersection in Baltimore city to collect real-time
jaywalkers’ traffic data. In order to propose safety improvement
considerations for the pedestrians as one of the most vulnerable road users,
the paper aims to investigate the reasons for jaywalking and its potential
risks for increasing the frequency and severity of vehicle-pedestrian
conflicts. In a three-month time, interval from December 2022 to February 2023,
a total of 585 jaywalkers were detected. By developing a generalized linear
regression model and using K-means clustering, the highly correlated
independent variables to the frequency of jaywalking were recognized, including
the speed of jaywalkers, the average PET of vehicle-pedestrians, the frequency
of vehicle-pedestrian conflicts, and the weather condition. The volume of
vehicles and pedestrians and road infrastructure characteristics such as
medians, building entrances, vegetation on medians, and bus/taxi stops were
investigated, and the results showed that as the frequency of jaywalking
increases, vehicle-pedestrian conflicts will occur more frequently and with
greater severity. In addition, jaywalking speed increases the likelihood of
severe vehicle-pedestrian conflicts. Also, during cloudy and rainy days, 397
pedestrians were motivated to jaywalk (or 68% of total jaywalkers), making
weather a significant factor in the increase in jaywalking.
Keywords: lidar
sensor, jaywalking, post encroachment time threshold (PET), vehicle-pedestrian
conflicts, safety
1.
INTRODUCTION
Jaywalking refers to crossing a
street illegally by a pedestrian [1]. The act of jaywalking involves crossing the
street outside of a crosswalk or a designated area. When a pedestrian crosses
against a red light or does not yield to oncoming traffic, it may also be
considered jaywalking. There is no doubt that jaywalking can be quite
dangerous, though it might not seem like it at first. Nearly 5,000 pedestrians
are killed each year in traffic accidents, according to the National Highway
Traffic Safety Administration (NHTSA) [2]. According to NHTSA statistics, 6,516
pedestrians were killed and 55,000 were injured in traffic accidents in the
United States in 2020 [2]. Furthermore, in 2020, the states of
California (with 986 killed pedestrians and a 2.5 fatality rate per 100,000
population), Florida (with 696 killed pedestrians and a 3.2 fatality rate per
100,000 population), and Texas (with 686 killed pedestrians and a 2.34
pedestrian fatality rate per 100,000 population) have the highest number of
pedestrians killed in traffic accidents. There are several reasons for the
increase in pedestrian deaths due to vehicle-pedestrian collisions, some of
which cannot be avoided, including an improving economy and lower gas prices,
while others can be prevented, including distracted driving and driving while
impaired.
Other states, like Georgia (279,
2.61), New York (231, 1.19), North Carolina (228, 2.15), and Arizona (222,
2.99), have a high killed pedestrians and fatality rate per 100,000 people [3]. The reasons behind the increase in fatalities
are multifaceted. Controlling some of them is impossible or very difficult. As
a result of lower gas prices and an improving economy, there are simply more
vehicles on the roads, which raises the risk of pedestrian accidents. In
addition, more people are moving to urban areas, where such accidents are more
likely to occur. However, some causes are entirely preventable. There is a
correlation between pedestrian deaths and smartphone adoption rates, while
states that have legalized recreational marijuana have seen an increase in
pedestrian deaths. It is also important to consider street design. In poorer
neighborhoods, pedestrian accidents are much higher, largely because they lack
the protective and walkable street infrastructure that more affluent
neighborhoods have [4-6].
Jaywalking can increase the risk of
being struck by a vehicle, even when pedestrians are not at fault. Pedestrians
may cross outside of a crosswalk for a variety of reasons. In some cases, it
may be due to the distance between the crosswalk and their destination.
Crosswalks may not be visible to others, or they may not be aware that they are
supposed to use one. It is also possible for people to simply be in a hurry and
attempt to cross, which can lead to serious or even fatal injuries to
pedestrians. It is important to know that jaywalking is illegal in most states
in the U.S. It is important to note, however, that state laws governing
jaywalking may vary. In some states, jaywalking tickets may only be issued if
the pedestrian is causing a traffic hazard. Jaywalking in California can result
in a $196 ticket. Other states, such as Florida, allow the pedestrians to cross
outside of a crosswalk if they yield to oncoming traffic. In busy cities with a
lot of pedestrian traffic, jaywalking laws are also more strictly enforced. In
cities like New York or Los Angeles, jaywalking can create an immediate hazard
for both pedestrians and motorists. To prevent car accidents and promote pedestrian
safety, police may even conduct sting operations to catch people who are
illegally crossing the street.
Jaywalking infractions are handed
out by authorities as a means of reducing pedestrian accidents. Traffic
congestion can also result from jaywalking. Pedestrians crossing outside of a
crosswalk can cause drivers to suddenly brake or swerve around them. As a
result, traffic can back up, and accidents can occur. As well as causing
accidents, jaywalking can cause pedestrian injuries, jaywalking can result in
deaths, jaywalking can clog up traffic, and jaywalking can be costly (by
imposing fines on pedestrians). Jaywalking can be caused by a variety of
reasons, including being in a hurry, being too far from the crosswalk, not
seeing a car coming, being distracted by their phones and other devices to get
around, or following someone else. A pedestrian may jaywalk if they are drunk,
if they are not from the area (pedestrians who are visiting an area for the
first time), or if pedestrians don’t think jaywalking is a big deal [7-9].
Lidar technology, as an efficient
and recent technology can be used to study jaywalking at signalized or
unsignalized intersections. For the purpose of discovering anything new
regarding pedestrian safety and considering that jaywalking in different
weather conditions has not been studied with a Lidar sensor, this paper seeks
to fill this gap with a safety analysis of jaywalking. Furthermore, this study
was conducted to recognize the importance of independent variables in
determining the frequency of jaywalking. Thus, this study tries to identify
whether Lidar has provided any additional insight over previous non-Lidar-based
studies.
Considering the significance of
jaywalking, the reasons for jaywalking and people's behavior during jaywalking
time intervals should be studied. The paper aims to investigate the reason(s)
for jaywalking, the independent variables associated with increased jaywalking
frequencies, and the relationship between jaywalking and vehicle-pedestrian
conflicts. Hereupon, a Lidar sensor was used to record the longitudinal and
lateral positions of jaywalking, the trajectory of jaywalking, and the
conflicts between vehicles and pedestrians at the Hillen Rd – E 33rd
street intersection in Baltimore city, USA. The state-of-the-art demonstrated
that jaywalking has not been investigated by Lidar sensor. Hence, the purpose
of this paper is to fill this gap by examining the frequency of jaywalking over
a three-month period from December 2022 to February 2022 in different weather
conditions. The remainder of this article is structured as follows: Section 2:
Literature Review, Section 3: Research Methodology, Section 4: Data Analysis,
Section 5: Statistical Analysis of Jaywalking, Section 6: Discussion, Section
7: Conclusion, and Section 8: References.
2.
LITERATURE REVIEW
In urban networks, pedestrians walk along and
cross streets. Pedestrians are bound to face conflict with motor vehicles once
they cross streets. Pedestrian and cyclist traffic accidents have become a
critical safety issue worldwide [10]. There are various crossing facilities
designed to assist pedestrians in crossing safely, such as crosswalks
(signalized and unsignalized), pedestrian overpasses, and pedestrian
underpasses at intersections and midblock. Pedestrian crossing facilities
separate pedestrians from motor vehicles, either temporally or spatially.
Pedestrians' crossing behavior is strongly influenced by human factors.
Therefore, pedestrians may cross illegally rather than using crossing facilities.
As a result of subjectivity and randomness, pedestrian behavior is complicated,
and traffic engineers must pay more attention to pedestrian traffic [11].
Different characteristics can affect a
pedestrian’s behavior when crossing intersections. Studies on behavior,
psychology, safety, and simulation were included by some scholars. The effect
of low-income pedestrians
interactions with approaching vehicles at midblock road crossings was
studied by Vinod et al. [12]. To account for different pedestrian crossing
paths, they [12] developed a trajectory-based pedestrian
modified post-encroachment time (PET) model. Tarawneh [13] studied pedestrian crossing speed in Jordan
and evaluated the effects of age, gender, and distance (street width). In
another study, Pasha et al. [8] analyzed the pedestrians’ perception on
using road crossing facilities in Dhaka. To examine pedestrian perceptions
about the use of road crossings, a questionnaire survey was conducted, and the
results highlighted that pedestrians are concerned about insufficient security
when using pedestrian facilities. Sisiopiku and Akin [14] examined pedestrian behavior at various urban
crosswalks near university campuses. Different pedestrian level-of-service
assessment models were introduced under various traffic conditions, and
standards were estimated for each level [15]. Urban forms and environmental designs easily
influence pedestrian behavior [16]. It is possible to design facilities in a way
that encourages walking without compromising safety or convenience [17]. Waiting time and crossing distance (distance
between the destination and crossing point) are also external factors [9] that may lead to unsafe crossings, such as
jaywalking. Most pedestrians fail to comply with pedestrian signals or crossing
facilities because they are in a rush or want to keep moving along the
shortcut. The scholars, e.g., Lambrianidou et al. [18] and Li [19] studied pedestrian behavior influenced by time
and distance. Guo et al. [20] examined the waiting behavior at street
crossings using the reliability theory. They found that jaywalking violations
increased quantitatively with a longer waiting time. Hamidun et al. [21] concentrated on the surrounding factors that
influenced the occurrence of jaywalkers especially the presence of median and
vegetation on median. Yannis et al. [22] assessed pedestrian crossing behavior in
relation to accident risk during a trip. Another study [23] investigated pedestrian decisions on multilane
streets by using logit models based on vehicle speed and headway.
As specified in the state-of-the-art, the rate
of injuries and fatalities among pedestrians in interaction with motorized
vehicles can be increased by jaywalking, particularly in areas without adequate
pedestrian crossings or pedestrian traffic signals [24, 25]. It is important to know where to cross a
street and what facilities are available at each crossing. The purpose of
crossing facilities is to ensure safety and facilitate accessibility. It is
true, however, that some pedestrians dislike using crossing facilities and even
cross the street illegally because they feel that the facilities do not meet
their needs. As a result of suddenly entering the intersection area and a lack
of visibility for pedestrians, jaywalking may increase pedestrian-vehicle
collisions [26]. Pedestrians decide where and when to cross
based on perception-judgment-decision-action. Hereupon, in order to investigate
the potential risk of jaywalking in signalized intersections, this paper aims
to analyze the frequency and severity of jaywalking potential risk by using
Lidar technology as a precise data collection tool.
3.
RESEARCH METHODOLOGY
3.1. Data collection with a lidar sensor
Surveillance, control, and
management of road traffic all rely on effective sensing and detection
technologies [27]. Among many commercially available
infrastructure-based sensor technologies, inductive loop, microwave radar, and
CCTV (video camera) are probably the most popular technologies that are applied
for long- and short-term traffic detection. The main problem of all these
technologies is their shortcoming to the inability to get trajectory-level data
and their low performance in the accurate detection and tracking of pedestrians
and vehicles. One important question among traffic engineers is whether and how
future infrastructure-based detection systems should be developed in alignment
with self-driving technology to make the roads and all road users a seamless
and cooperative system. Pedestrians and bicyclists, as the most vulnerable road
users, should be taken into account since the current vehicle-based sensing
system lacks strategic real-time interaction with non-motorized road users. The
presence of bicyclists or pedestrians may not be detected by car drivers due to
distraction, malfunction, or system failure. To fill this gap, a real-time
collaborative system is needed in the long run to entail vulnerable road users
receiving situational awareness and taking evasive actions through
infrastructure-mounted sensors. The Lidar sensors are efficient
infrastructure-based detection systems that greatly help researchers and
practitioners elevate their capabilities in improving highway safety and
enhancing traffic operation and control, traffic management, and performance
measurement. Lidar sensors with much more processing and computing power can
enhance the accuracy of traffic analysis, and Lidar sensors can cover “illumination
condition” issues [28] – providing valid information
regardless of the weather condition or recording video at night. It is worth
mentioning that data from Lidar sensors are cloud points (high accuracy but
relatively lower density), work individually, and can cover a much wider
detection range around the vehicle.
3.2.Lidar accuracy
In order to evaluate the accuracy of
the Lidar sensor at the Hillen Road – E 33rd street intersection, the
frequency of pedestrians collected by Lidar was compared to the manually
counted pedestrians from the recorded closed-circuit television (CCTV) videos.
As part of the manual counting method, several videos were captured from two
CCTV cameras at the intersection on two working days (Monday and Tuesday) in
December 2022 and January and February 2023. A comparison of Lidar accuracy
with CCTV datasets is shown in Table 1. As shown in Table 1, pedestrian
recognition accuracy by Lidar sensor is in an acceptable range with CCTV
counting.
Tab. 1
The
accuracy of lidar in comparison with CCTVs at the 33rd street
intersection
Month |
Date |
Day |
Frequency of the daily collected pedestrians
flow by Lidar |
Frequency of the manual counted pedestrians
flow by CCTVs |
Difference of Lidar from CCTV |
December 2022 |
5 |
Monday |
118 |
118 |
0 |
6 |
Tuesday |
123 |
125 |
-2 |
|
12 |
Monday |
126 |
124 |
2 |
|
13 |
Tuesday |
182 |
182 |
0 |
|
19 |
Monday |
122 |
122 |
0 |
|
20 |
Tuesday |
125 |
125 |
0 |
|
26 |
Monday |
90 |
93 |
-3 |
|
27 |
Tuesday |
114 |
112 |
2 |
|
January 2023 |
16 |
Monday |
203 |
201 |
2 |
17 |
Tuesday |
178 |
178 |
0 |
|
23 |
Monday |
95 |
95 |
0 |
|
24 |
Tuesday |
269 |
267 |
2 |
|
February 2023 |
13 |
Monday |
168 |
169 |
-1 |
14 |
Tuesday |
188 |
186 |
2 |
|
20 |
Monday |
219 |
216 |
3 |
|
21 |
Tuesday |
177 |
177 |
0 |
|
|
|
|
|
|
|
3.3. Jaywalker’s data collection by a lidar sensor
The Lidar sensor was installed on the
north-eastern side of the Hillen Rd – 33rd street intersection in
Baltimore city, MD. As shown in Figure 1, Hillen Rd. is a secondary north-south
road with 3 lanes in each direction, and the 33rd street is a primary east-west
road with 2 lanes in each direction. The location of the Lidar sensor is shown
as a red circle in Figure 1.
Montebello Lake lidar Hillen Rd E 33rd Street Hillen Rd E 32nd
Street
Fig. 1. Hillen Rd - E 33rd Street intersection
In order to analyze the frequency of
jaywalking in different approaches to the intersection, the average speed
changes, the average daily vehicle counts, the average number of passing
pedestrians, and the frequency and severity of vehicle-pedestrian conflicts in
different approaches to the intersection were collected. Lidar was used to
identify the trajectory of jaywalking, including the geographical coordinates
(X, Y) per second (99.4% precise) from the first moment Lidar recognized the
jaywalkers to the last second, he/she left the intersection. For each approach,
the sections outside of the cross-section were identified as potential
jaywalking areas. Based on the exact longitudinal and lateral positions of the
jaywalkers who do not pass from the crosswalk, the trajectory of each jaywalker
was drawn. On different approaches to the intersection, Lidar can detect
jaywalkers who pass the sections outside of the cross-section location. The
time duration of jaywalking was collected by the Lidar sensor. Based on the
distance and duration of jaywalking, the average speed of jaywalkers was
calculated. During a 3-month time interval, the weather condition, daily speed
of vehicles, vehicle and pedestrian counts, timing and phasing of the traffic
signal and pedestrian signal, sight triangle, gradient of each approach and,
frequency, and severity of vehicle-pedestrian conflicts were assessed.
Furthermore, road infrastructure characteristics such as the presence of
median, building entrance, side fence, vegetation on median and the presence of
bus/taxi stops at each approach were also recorded during field observation. It
is worth mentioning that SPSS software was used for statistical analysis.
4.
DATA ANALYSIS
4.1.Vehicle and pedestrian counts
The average daily traffic and the average pedestrians counts per
approach were investigated. The Lidar sensor captures vehicle counts (including
car, bus, truck, trailer, and motorcycle types) and pedestrians counts in
15-minute time intervals. Figure 2 shows the average daily vehicle count (PCU/day)
and Figure 3 shows the average daily pedestrian counts (people/day) over a
3-month period.
Figures 2 and 3 show the considerable vehicle and pedestrian counts on
the northern approach (northern Hillen Rd) to the intersection.
N S W E
Fig. 2. ADT of vehicle counts
4.2. Speed changes
During
a three-month period, the vehicle traffic speed at different approaches to the
intersection was monitored. A graph of average daily speeds for directions
"east-west & west-east" and "north-south &
south-north" is shown in Figure 4.
Fig. 3. ADT of pedestrians counts
Fig. 4. Average daily speed graph
Figure 5 shows the box chart of
vehicle speed changes in directions "east-west & west-east" and
"north-south & south-north" to the intersection.
As can be
seen in Figure 5, the average vehicle speed in the north-south direction was
changed from 33 to 47 km/hour, in the south-north direction was changed from 34
to 43 km/hour, in the east-west direction was changed from 35 to 39 km/hour,
and in the west-east direction was changed from 30 to 40 km/hour.
Vehicle-pedestrian crashes are more likely to occur in the north-south and
south-north directions due to the higher average daily speed.
Fig. 5. The box chart of vehicle speed changes
4.3.The frequency and severity of vehicle-pedestrian conflicts
The Lidar
sensor is capable of collecting hourly vehicle-pedestrian conflicts.
Furthermore, the Lidar sensor’s API collects the conflict’s Post
Encroachment Time (PET) values. PET is the difference between the end of
encroachment by the first vehicle and the entry by the second vehicle into the
conflict zone [29]. Non-zero PET values indicate crash
proximity, while PET values of 0 indicate a crash. Lower PET values indicate a
more severe crash, whereas higher PET values indicate a less severe crash. The
Lidar sensor collected 3614 vehicle-pedestrian conflicts over three months. The
frequency of vehicle-pedestrian conflicts is shown in Table 2. The severity of
conflicts was calculated by
Tab. 2
The
frequency and severity of collected conflicts by the lidar sensor
Movement |
Frequency of collected conflicts |
Severity of conflicts (1/PET) |
Percentage of Conflict’s
frequency (%) |
Critical movement |
EN |
22 |
7.33 |
1% |
|
EW |
428 |
176.37 |
12% |
* |
ES |
858 |
353.17 |
24% |
* |
NW |
4 |
1.85 |
0% |
|
NS |
308 |
111.53 |
9% |
|
NE |
21 |
8.06 |
1% |
|
WS |
423 |
158.55 |
12% |
|
WE |
281 |
106.33 |
8% |
|
WN |
13 |
3.18 |
0% |
|
SE |
474 |
175.38 |
13% |
* |
SN |
315 |
122.49 |
9% |
|
SW |
467 |
192.26 |
13% |
* |
SUM |
3614 |
1416.5 |
100 |
|
As shown
in Table 2, movements ES (24%), SE (13%), SW (13%), EW (12%), WS (12%), SN
(9%), NS (9%), and WE (8%) have a considerable frequency of vehicle-pedestrian
conflicts. Considering the severity of conflicts, more severe conflicts were
collected for ES, SW, EW, and SE movements. The critical movements were
recognized based on the frequency and severity of conflicts. Movement becomes
more critical as conflicts become more frequent and severe.
4.4. The frequency of jaywalking pedestrians collected by lidar sensor
Within a
60-meter radius (=197 ft.) from the location of the Lidar installation, a Lidar
sensor can detect jaywalking pedestrians. Over a three-month period, 585
jaywalkers were collected. The Lidar sensor collected 572 jaywalking
pedestrians in the northern approach, 12 jaywalking pedestrians in the western
approach, and 1 jaywalking pedestrian in the eastern approach. Figure 6 shows
the heat map of jaywalking pedestrians at each approach to the intersection.
Fig. 6. The frequency of jaywalkers at different approaches to the intersection
The
trajectory of jaywalking pedestrians was investigated. Figure 7 shows the
trajectory of jaywalkers over a three-month time interval.
As shown
in Figures 6 and 7, 98% of jaywalking pedestrians were recognized on the
northern approach. As a total, 289, 172, and 124 jaywalking pedestrians were
collected in December 2022, January 2023, and February 2023, respectively. Based on each pedestrian's trajectory
and duration of jaywalking, the jaywalking average speed of each pedestrian was
calculated. The collected results revealed an average speed of 2.82 mile/hour
(=1.26 m/se) for jaywalking pedestrians in December, 2.99 mile/hour (=1.33
m/se) for pedestrians in January, and 3.02 mile/hour (=1.35 m/se) for
pedestrians in February. Figure 8 shows the average speed of jaywalking
pedestrians over a three-month time interval.
Fig. 7. The trajectory of jaywalkers
Fig. 8. Average speed of jaywalkers
5.
STATISTICAL ANALYSIS OF JAYWALKING
The
independent variables were specified in order to analyse the behaviour of
jaywalking pedestrians over a 3-month period. The Lidar sensor collected 572
jaywalking pedestrians (=98% of total jaywalking pedestrians) in the northern
approach. Hereupon, this paper examines the behaviour of jaywalkers on the
northern approach by taking into account the flow of vehicles. Considering the
date and time of occurrence (month/day/hour) of each jaywalking, the
independent variables, including “the average speed of jaywalking
(mile/hour),” “the duration of jaywalking (sec)”, “the
performance of pedestrian traffic signals”, “average PET values for
vehicle-pedestrian conflicts in northern approach in time intervals when
jaywalking occurred”, “the frequency of vehicle-pedestrian
conflicts in northern approach in time intervals when jaywalking
occurred”, and “the weather conditions during jaywalking”
were investigated. The performance of the pedestrian traffic signal in the
northern approach was monitored by two Closed Circuit Television (CCTVs). As a
result of assigning pedestrians proper/improper green time for passing the
northern approach, the motivation of pedestrians for doing jaywalking was
investigated. As residential land uses are located eastbound of the intersection,
Montebello Lake is located westbound, and the presence of a vast median with
vegetation in the northern approach motivated most pedestrians not to cross the
northern cross-section. As shown in Table 2, the Lidar sensor collected 333
vehicle-pedestrian conflicts in the northern approach (NE, NS, and NW). Table 3
shows the overall findings of jaywalking in the northern approach.
Tab. 3
The
findings of jaywalking in northern approach
Weather |
Frequency of Jaywalking |
Frequency of
Vehicle-pedestrian conflicts |
Average PET |
Average duration of
jaywalking (se) |
Average speed of
jaywalking (mile/hour) |
Cloudy |
337 |
172 |
3.1 |
10.06 |
2.88 |
Sunny |
184 |
124 |
2.9 |
9.42 |
2.96 |
Rainy |
60 |
34 |
3.3 |
9.62 |
2.93 |
Snowy |
4 |
3 |
2.1 |
6.57 |
2.90 |
As shown
in Table 3, the frequency of jaywalking and vehicle-pedestrian conflicts
increases in cloudy weather. The severity of conflicts is higher in sunny
weather than in cloudy weather, and the highest severity of conflicts may be
seen in snowy weather. During rainy days, conflicts were less severe than
during cloudy or sunny days. On snowy days, pedestrians prefer not to jaywalk.
The highest severity of conflicts (PET=2.1) was collected on snowy days;
however, jaywalker speed was less than the speed on sunny and rainy days.
In order
to specify the highly correlated independent variable(s) with the frequency of
jaywalking, Pearson correlation test [30, 31] and k-means clustering [32] were used. K-means clustering is a
method to divide the whole set of objects into a predefined number (k) of
clusters, and the criteria for such subdivision are normally the minimal
dispersion inside clusters (minimizing Euclidean distances between them) [33]. Table 4 shows the significant
correlations between the frequency of jaywalking and independent variables.
Tab. 4
Pearson correlation test results
Correlations |
|||||||
Frequency of jaywalking |
Average speed of
jaywalking pedestrians |
Duration of jaywalking |
Average PET |
Frequency of
vehicle-pedestrian conflicts |
Weather condition |
||
Frequency of jaywalking |
Pearson correlation |
1 |
.244** |
-.217** |
.250** |
-.542** |
.291** |
Sig. (2-tailed) |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
||
Average speed of
jaywalking pedestrians |
Pearson correlation |
.244** |
1 |
-.821** |
.089* |
-.218** |
0.051 |
Sig. (2-tailed) |
0.000 |
0.000 |
0.032 |
0.000 |
0.214 |
||
Duration of jaywalking |
Pearson correlation |
-.217** |
-.821** |
1 |
-0.069 |
.185** |
-0.063 |
Sig. (2-tailed) |
0.000 |
0.000 |
0.096 |
0.000 |
0.126 |
||
Average PET |
Pearson correlation |
.250** |
.089* |
-0.069 |
1 |
.144** |
0.014 |
Sig. (2-tailed) |
0.000 |
0.032 |
0.096 |
0.000 |
0.743 |
||
Frequency of
vehicle-pedestrian conflicts |
Pearson correlation |
-.542** |
-.218** |
.185** |
.144** |
1 |
-.274** |
Sig. (2-tailed) |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
||
Weather condition |
Pearson correlation |
.291** |
0.051 |
-0.063 |
0.014 |
-.274** |
1 |
Sig. (2-tailed) |
0.000 |
0.214 |
0.126 |
0.743 |
0.000 |
**The correlation is
significant at the 0.01 level (2-tailed).
* The correlation is
significant at the 0.05 level (2-tailed).
As can be
seen in Table 4, jaywalking frequency is positively correlated with average
speed, average PET of vehicle-pedestrian conflicts, and weather conditions. In
addition, it negatively correlates with the duration of jaywalking and the
frequency of vehicle-pedestrian conflicts. Based on the significant error of
independent variables (=.000), it is evident that independent variables are
highly accurate. The K-means clustering results revealed that after 16
iterations and categorizing the independent variables into 5 clusters (which is
the optimal valid number of clusters) including cluster #1 with 83 records,
cluster #2 with 14 records, cluster #3 with 39 records, cluster #4 with 366
records, and cluster #5 with 83 records, all of the independent variables had a
significant error of less than 5% confidence interval. Table 5 shows the ANOVA
results of k-means clustering for five optimum clusters.
The K-means clustering results demonstrated
that there is a significant relationship between the frequency of jaywalking
and the average speed of jaywalkers, duration of jaywalking, average PET,
frequency of vehicle-pedestrian conflicts, and weather conditions. In order to
specify the statistical relationship between dependent and independent
variables, a generalized linear regression model was developed. As shown in
Table 6, Wald Chi-Square values confirmed that a set of independent variables
is collectively significant for the model.
Tab. 5
K-means
clustering for frequency of jaywalking
ANOVA |
||||||
|
Cluster |
Error |
F |
Sig. |
||
Mean square |
df |
Mean square |
df |
|||
Average speed of jaywalking pedestrians |
27.929 |
4 |
.101 |
580 |
276.143 |
.000 |
Duration of
jaywalking |
2585.775 |
4 |
5.720 |
580 |
452.050 |
.000 |
Average PET |
2.154 |
4 |
.788 |
580 |
2.732 |
.028 |
Frequency of vehicle-pedestrian
conflicts |
6481.453 |
4 |
6.047 |
580 |
1071.900 |
.000 |
Weather condition |
8.455 |
4 |
.437 |
580 |
19.341 |
.000 |
Tab. 6
The result
of the generalized linear regression model
Tests of Model Effects |
|||
Source |
Type
III |
||
Wald
Chi-Square |
df |
Sig. |
|
Intercept |
31.242 |
1 |
.000 |
Average speed of jaywalking
pedestrians |
282.019 |
137 |
.000 |
Duration
of jaywalking |
204.707 |
110 |
.000 |
Average
PET |
29.200 |
1 |
.000 |
Frequency of vehicle-pedestrian
conflicts |
420.989 |
12 |
.000 |
Weather
condition |
8.615 |
1 |
.003 |
The “duration of jaywalking” is
negatively significant with the frequency of jaywalking as shown in Table 4.
Although the duration of jaywalking may be significant with the frequency of
jaywalking based on Tables 5 and 6, it might increase the significant error of
a generalized linear regression model by more than 5% (=0.054). Two models were
developed, and it was found that the significant error of the model increases
when the duration of jaywalking is included. Hereupon, the best model was
developed by excluding this variable. Table 7 and Equation 1 show the developed
model by including “duration of jaywalking” independent variable.
Tab. 7
ANOVA table
by including the duration of jaywalking
Coefficients |
||||||
Model |
Unstandardized
Coefficients |
Standardized
Coefficients |
t |
Sig. |
||
B |
Std.
Error |
Beta |
||||
Generalized linear regression model |
Constant |
103.872 |
70.550 |
|
1.472 |
.014 |
Average speed of jaywalking
pedestrians |
19.876 |
17.402 |
.064 |
1.142 |
.025 |
|
Average
PET |
59.779 |
6.063 |
.316 |
9.860 |
.000 |
|
Frequency of vehicle-pedestrian
conflicts |
12.618 |
.808 |
.530 |
15.613 |
.000 |
|
Weather
condition |
32.724 |
7.885 |
.136 |
4.150 |
.000 |
|
Duration
of jaywalking |
-1.257 |
1.924 |
-.036 |
-.653 |
.054 |
Frequency of jaywalking = 103.872 + 19.876 * Average
speed of jaywalker + 59.779 * Average PET + 12.618 * Frequency of
vehicle-pedestrian conflicts + 32.724 * weather condition – 1.257 *
duration of jaywalking (1)
Table 8 and Equation 2 show the developed
model by excluding “duration of jaywalking” independent variable.
Tab. 8
ANOVA table by excluding the
duration of jaywalking
Coefficients |
||||||
Model |
Unstandardized
Coefficients |
Standardized
Coefficients |
t |
Sig. |
||
B |
Std.
Error |
Beta |
||||
Generalized Linear Regression |
Constant |
64.486 |
36.612 |
|
1.761 |
.029 |
Average speed of jaywalking
Pedestrians |
29.110 |
10.144 |
.093 |
2.870 |
.004 |
|
Average
PET |
59.750 |
6.060 |
.316 |
9.860 |
.000 |
|
Frequency of vehicle-pedestrian
conflicts |
12.62 |
.808 |
.530 |
15.621 |
.000 |
|
Weather
condition |
32.907 |
7.876 |
.137 |
4.178 |
.000 |
Frequency of jaywalking = 64.486 + 29.110 * Average
speed of jaywalker + 59.750 * Average PET + 12.62 * Frequency of
vehicle-pedestrian conflicts + 32.907 * weather condition (2)
6.
DISCUSSION
As shown in Tables 4, 5, and 6, in
the northern approach to the intersection, the average speed of jaywalking, the
average duration of jaywalking, the average PET of vehicle-pedestrian
conflicts, the frequency of vehicle-pedestrian conflicts, and the weather
condition correlated with jaywalking frequency. In addition, as the frequency
of jaywalking increases, vehicle-pedestrian conflicts will occur more
frequently and with greater severity. In addition, jaywalking speed increases
the likelihood of severe vehicle-pedestrian conflicts. Table 7 demonstrated that
the duration of jaywalking may increase the significant error of the model
(=0.054). Table 8 with higher accuracy specifies that the speed of jaywalking,
average PET, the frequency of vehicle-pedestrian conflicts, and the weather
condition can increase the frequency of jaywalking. It is directly associated
with an increase in the frequency of jaywalkers, as well as an increase in the
probability of vehicle-pedestrian conflicts. Additionally, the effect of
weather on the frequency of jaywalking is greater than the effect of speed.
This paper specified that a
significant percentage of jaywalking occurred on the northern approach due to
the lack of cross-section visibility, the shorter distance from residential
land uses to recreational land uses such as Montebello Lake, and the presence
of a vast median with vegetation that motivates pedestrians to jaywalk.
Additionally, the paper concentrated on surrogate safety measures such as
vehicle-pedestrian PETs, the speed of jaywalkers, and the effect of weather that
had not been investigated simultaneously in the state-of-the-art. In order to
decrease the frequency of jaywalking at the Hillen Rd – E 33rd
street intersection, the following suggestions are proposed:
· Making pedestrian
cross-sections more visible through visible markings.
· Changing the timing and
phasing of pedestrian traffic signals in the northern approach.
· Making jaywalking fines.
However, the jaywalking laws are not flexible enough to accommodate a wide
range of scenarios pedestrians face, such as prolonged signal timing and delays
that prioritize automobiles.
· Improve pedestrian
crossing safety by installing pedestrian signs.
Before-and-after studies and daily monitoring of jaywalking frequency
are necessary to investigate these suggestions. Pedestrian safety at the Hillen
Rd - E 33rd street can be improved with these suggestions, according to the
author's opinion.
7.
CONCLUSION
As a result of jaywalking, there are many risks
involved, including injury, death, and traffic congestion. Crossing the street
requires pedestrians to keep an eye on their surroundings and obey the law.
Pedestrians should always use crosswalks when crossing the street and look both
ways before crossing. It may seem harmless, but jaywalking can pose quite a
threat to pedestrians when interacting with motorized vehicles. Human factors
and traffic circumstances strongly influence pedestrian crossing behavior. Perception-judgment-decision-action
is how pedestrians decide where and when to cross. There are a number of
factors that influence a crossing decision (e.g., origin and destination,
complexity and length of the route), infrastructure (e.g., types of pedestrian
facilities, road geometry, and traffic conditions), and individual
characteristics (e.g., age and gender, and safety awareness). The behavior of
crossing appears to be subject to a significant amount of subjectivity and
randomness, in accordance with human nature. Thus, pedestrian crossing behavior
may become risk-taking and result in conflicts with motor vehicles. According
to the utility maximization theory, pedestrians want to choose the best
facilities and crossing points to cross the street. In this way, pedestrians
are able to maximize their utility. A pedestrian's most satisfactory decision
will depend on the type and location of the crossing facility. Hereupon, the
behavior of pedestrians may be changed case by case to include jaywalking. In order
to study the behavior of jaywalkers in a signalized intersection, the Lidar
sensor, as a recent and efficient technology, was installed at the Hillen Rd
– E 33rd street intersection in Baltimore city. Lidar sensors have become
one of the most innovative technologies available in recent years, allowing
users to interact with and analyze traffic data in stunning detail. By
improving the extent of the data obtained by Lidar technology, existing
problems related to data collection in bad weather conditions, limited access
routes, and restricted routes can be resolved. The installed Lidar
sensor’s API at the Hillen Rd – E 33rd street intersection is
capable of collecting real-time vehicle-pedestrian conflicts and the frequency
of jaywalking. The frequency of jaywalkers over a three-month time interval was
investigated to specify the relationship of various independent variables to
the frequency of jaywalking. The Lidar results demonstrated 585 jaywalks, and
in the northern approach to the intersection, nearly 98% of total jaywalking
occurred. The origin-destination of jaywalkers and the geographical positions
of jaywalkers per second were analyzed. The average speed of jaywalkers and the
duration of jaywalking were obtained. Additionally, the frequency and severity
of vehicle-pedestrian conflicts in the northern approach were analyzed.
Post-encroachment time (PETs) as one of the crucial Surrogate safety measures
(SSM) were collected by the Lidar sensor for each vehicle-pedestrian conflict.
In different weather conditions, the frequency and severity of jaywalking and
the probability of vehicle-pedestrian conflicts were analyzed. The statistical
analysis demonstrated that the frequency of jaywalking and vehicle-pedestrian
conflicts increases in cloudy weather. The severity of conflicts is higher in
sunny weather than in cloudy weather, and the highest severity of conflicts may
be seen in snowy weather. During rainy days, conflicts were less severe than
during cloudy or sunny days. On snowy days, pedestrians prefer not to jaywalk.
The highest severity of conflicts (PET=2.1) was collected on snowy days;
however, jaywalker speed was less than the speed on sunny and rainy days.
The Pearson correlation test and k-means
clustering method were used to specify the highly correlated independent
variables related to the frequency of jaywalking. The independent variables,
e.g., the average speed of jaywalking, the average PET of vehicle-pedestrian
conflicts, the frequency of vehicle-pedestrian conflicts, and the weather conditions,
correlated strongly with jaywalking frequency. Furthermore, a generalized
linear regression model was developed to demonstrate the statistical
relationship between dependent and independent variables. As shown in Equations
1 and 2, as the frequency of jaywalking increases, vehicle-pedestrian conflicts
will occur more frequently and with greater severity. In addition, jaywalking
speed increases the likelihood of severe vehicle-pedestrian conflicts. Also,
jaywalking is affected by the weather to a considerable extent, since the
weather motivates the jaywalkers to cross illegally.
The main limitation of the study is worth
mentioning, within a limited time interval of 3 months. Due to privacy
concerns, the gender and age of jaywalkers were not investigated. The Lidar
sensor can collect a short video from the jaywalkers which, was not possible
for the authors to analyze due to privacy considerations. Future work includes
developing machine-learning models for the combination of vehicle-pedestrian
conflicts and jaywalking.
Acknowledgement
This study was supported by the Urban Mobility
& Equity Center, a Tier 1 University Transportation Center of the U.S.
Department of Transportation University Transportation Centers Program at
Morgan State University.
Disclosure of
information and conflicts of interest
The authors declare that they have
no conflict of interest.
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Received 15.01.2023; accepted in
revised form 20.04.2023
Scientific Journal of Silesian University of Technology. Series
Transport is licensed under a Creative Commons Attribution 4.0
International License
[1] Department of Transportation and Urban Infrastructure
Systems (TUIS), Morgan State University, Baltimore, MD, USA. Email: alans2@morgan.edu. ORCID: https://orcid.org/0000-0002-5704-6347
[2]
Department of Transportation and Urban Infrastructure Systems (TUIS), Morgan
State University, Baltimore, MD, USA. Email: mansoureh.jeihani@morgan.edu.
ORCID:
https://orcid.org/0000-0001-8052-6931