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Afghari, Amir Pooyan, Washington, Simon, & Haque, Md. Mazharul (Shimul)
(2017)
Effects of roadway geometrics and traffic characteristics on drivers speed-ing behaviour. In
International Conference on Road Safety and Simulation (RSS), 2017-10-17 - 202017-10-17-10-19, Netherlands.
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E
FFECTS OF
R
OADWAY
G
EOMETRICS AND
T
RAFFIC
C
HARACTERISTICS ON
S
PEEDING
B
EHAVIOUR
Amir Pooyan Afghari1, Simon Washington1, MD. Mazharul Haque2
1School of Civil Engineering
Faculty of Engineering, Architecture, and Information Technology The University of Queensland
2School of Civil Engineering, and Built Environment
Science and Engineering Faculty Queensland University of Technology
O
UTLINE:
Background
Research Gaps and Research Objectives
Empirical Data
Analysis Methodology
Results and Discussion
B
ACKGROUND:
Factors that have been shown to contribute to speed selection include:
Driver
Vehicle
Road
Driving above the posted speed limit is a common behaviour on highways Elevated crash risk and severity
B
ACKGROUND:
Driver
Vehicle
Age: Drivers younger than 60 are impatient and speed more
Gender: Male drivers are less concerned with violating speed limit Purpose of trip: Drivers speed on business related trips
Perception: Drivers estimate of speed far from actual speed
Size: Large vehicles are lower than other vehicles Type: Vehicles pulling trailer select lower speed
B
ACKGROUND:
Road
Mostly focus on horizontal alignment: radius and curvature Drivers decrease their speed along curvesB
ACKGROUND:
R
ESEARCHG
APS ANDS
TUDYO
BJECTIVES:
Prior studies have:
Considered a limited set of geometric factors, mostly road curvature
Have not identified conditions for driving under and over the speed limit
Have omitted the influence of roadway geometric and traffic factors on speeding
behaviour of drivers
Have not examined the magnitude of speeding as a function of numerous factors
Research Objective:
To investigate the effects of roadway geometric and traffic factors on speeding
behaviour of drivers
B
ACKGROUND:
Hypothesis:
Roadway geometric factors exert their influence on speeding
behaviour of drivers
E
MPIRICALD
ATA:
Major arterials and highways in Queensland, Australia
521 Road Segments – 1477 Kilometres – Four years of observations: 2010 – 2013
Speeding data:
3765 speed cameras, format: number of speeding tickets issued to drivers
Three categories: Minor (<13 Km/h), Moderate (13 Km/h – 20 Km/h), Major (>20 Km/h)
Roadway geometric and traffic characteristics:
AADT, length, median, shoulder, level of service, pavement rutting, posted speed limit, curvature, etc.
Spatial features of surrounding environment:
Micro climate factors, intensity of schools, animal habitat, etc.
Behavioural factors
– Proxy Variables:
Proportion of run-off road, lane-change and late-night crashes Ratio of covert/overt speed cameras
P
RELIMINARY
A
NALYSIS
–
D
ATAE
XPLORATION:
Speeding Frequency Crash Frequency χ2 Degree of
freedom p-value Minor Total 1120.1 1120 0.493 Moderate Total 838.52 1155 1 Major Total 202.46 525 1 Minor Fatal 29.123 64 0.999 Moderate Fatal 37.759 66 0.998 Major Fatal 18.133 30 0.956 Minor Injury 1044.1 960 0.03* Moderate Injury 797.25 990 1 Major Injury 205.01 450 1 Minor PDO 538.14 544 0.563 Moderate PDO 359.76 561 1 Major PDO 67.226 255 1
D
ATAE
XPLORATION:
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.40.45 Low Speed Limit
Medium Speed Limit
High Speed Limit
Fatal Crashes Injury Crashes PDO Crashes
D
ATAE
XPLORATION:
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.62 0.32 0.06 0.56 0.36 0.08 0.51 0.40 0.09 Average Speeding vs Radius of CurvesMinor Speeding
●
Less than 1000 (m)●
1000 – 20,000 (m)●
More than 1000 (m)D
ATAE
XPLORATION:
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.58 0.36 0.07 0.53 0.38 0.09Average Speeding vs Functional
Classification of Roads
●
Urban Roads●
Rural RoadsD
ATAE
XPLORATION:
D
ATAE
XPLORATION:
M
ODELLING
M
ETHODOLOGY
M
ETHODOLOGY:
J jj
Category
Utility
EXP
J
Category
Utility
EXP
J
1)]
:
(
[
)]
:
(
[
)
Pr(
Discrete Outcome Models – Logit Model
M
ETHODOLOGY:
j j j jX
U
J j j j j jX
EXP
X
EXP
j
P
1]
[
]
[
)
(
Vector of contributing factors to speeding in category j
Probability of selecting jth category of speeding
J j J j j j j j jX
EXP
X
EXP
L
1 1]
[
]
[
Multiple categories mayoccur at the same time with different proportions
R
ESULTS AND DISCUSSION:
Roadway geometric factors influencing speeding behaviour of drivers (95% Significance Level)
Percentage of Heavy Vehicle Traffic along Segments
with Divided Median
Radius of
Horizontal Curves
Ratio of (Covert/Overt)
Speed Cameras
Posted Speed Limit –
More than 100 Km/hr
Functional
Classification
Positive Intercept for
Minor Speeding
Negative Intercept for
Major Speeding
R
ESULTS AND DISCUSSION:
Proportion of Minor Speed Violations Proportion of Moderate Speed Violations Proportion of Major Speed Violations Radius of Horizontal Curves -1.245 1.654 1.332Ratio of Covert/Overt Speed Cameras 2.491 -3.307 -2.663
Posted Speed Limit – More than 100 Km/hr -1.423 2.756 -1.332
Percentage of HV Traffic along Segments with
Divided Median -1.067 -1.102 13.315 Functional Classification – Rural Road -0.712 -0.827 9.321
R
ESULTS AND DISCUSSION:
Radius of
Horizontal Curves
Covert Speed
Cameras
- Increasing effect on moderate and major speeding
- Drivers’ speeding tendency is likely to increase as driving complexity reduces - The curvature of horizontal curves decreases as the radius increases
- Decreasing effect on moderate and major speeding
- Drivers not being aware of exact camera locations are perhaps more careful before committing any major speed violations
R
ESULTS AND DISCUSSION:
Posted Speed
Limit – more than
100 Km/hr
- Decreasing effect on minor and major speeding
- Increasing effect on moderate speeding
(Censored nature of speeding behaviour with respect to speed limit)
- High speed segments are usually designed to higher standards, which may facilitate drivers to speed at higher speeds
- They are most capable of handling high speed violations
- Speeding thresholds are measured on a km/hr basis and not speeding percentage basis
R
ESULTS AND DISCUSSION:
Functional
Classification of
Road
- Increasing effect on major speeding
- Slow moving heavy vehicles encourage drivers to overtake them
- The desire to not driving alongside heavy vehicles for very long due to fear of not being seen and/or feeling vulnerable
- This behaviour is exacerbated with the presence of divided median
- Increasing effect on major speeding
- Drivers tend to speed at higher levels along rural roads - Traffic volume is usually less along rural highways.
- Traffic stream is less impeded by signals, stop signs and congestion. - The enforcement is less in rural areas compared to urban roads
Heavy Vehicle
Traffic – Divided
R
ESULTS AND DISCUSSION:
Positive Intercept
for Minor Speeding
- Baseline: Speeding between 13-20 Km/hr over the posted speed limit
- The likelihood of speed violations less than 13 Km/hr over the speed limit is higher
- The likelihood of speed violations more than 20 Km/hr over the speed limit is lower
- This finding is in the absence of any causal factors
- May reflect the unintentional lack of compliance among drivers on major arterials and highways
- Needs more exploration
Negative Intercept
C
ONCLUSIONS:
1. Roadway geometrics –although are static– have influence on drivers speeding behaviour
2. This influence is homogeneous across segments (tested the heterogeneity and was insignificant)
3. The tendency among drivers in committing lower speeding levels is more than higher speeding
levels –the need to test more behavioural factors
4. Radius of curves: larger radius curves are associated with higher speeding levels
5. Heavy Vehicle Traffic: heavy vehicle traffic along roads with divided median is associated with
C
ONCLUSIONS:
6. Speeding Thresholds: need to measure speeding thresholds based on relative percentages
7. Speed Enforcement: covert speed cameras are effective in decreasing high speeding levels
8. Rural Roads: although not designed to high standards, drivers are more likely to speed at higher