5a-mollett
TRANSCRIPT
-
8/3/2019 5A-Mollett
1/21
Improving left turn safety at signalizedImproving left turn safety at signalized
intersectionsintersections
Calvin J. Mollett
Regional Municipality of York
-
8/3/2019 5A-Mollett
2/21
Traffic flows
Operational Characteristics Signal Design
Geometry
-
8/3/2019 5A-Mollett
3/21
Clear Zone
Conflict Zone
SDa
SDr
Left Turn Conflict
Left Turn Conflict
Permissive Left Turn (LT) Vehicle
Stationary LT vehicle in opposing LT lane
Available LT sight distance is insufficient
Either one of Scenarios (a), (b) or (c) below
(a) (b) (c)
OR OR
-
8/3/2019 5A-Mollett
4/21
EELL
Exposure toL
eft Turn ConflictsExposure toL
eft Turn Conflicts
C = Cycle length (sec)
ru = Probability of there being an opposing LT vehicle
PSD = Probability that LT sight distance is insufficient
PZ = Probability of vehicle/s in conflict zones
EL = 3600 (Lu * ru * PZ * PSD)
C
Lu= Number of vehicles that can perform a permissive LT
-
8/3/2019 5A-Mollett
5/21
500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900
q'T - Opposing Through Volume (vph)
3
4
5
6
7
8
9
Lu
g = 0 and g' = 0
q'L= 250 vph
LLuu -- Number of permissive left turn vehiclesNumber of permissive left turn vehicles
250 vph
qT
g and g =Length of
leading protected left
turn phases
EL = 3600 (Lu
* ru * PZ * PSD)
C
-
8/3/2019 5A-Mollett
6/21
500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900
q'T - Opposing Through Volume (vph)
3
4
5
6
7
8
9
Lu
g = 12 sec and g' = 12 sec
g = 0 and g' = 0
q'L= 250 vph
LLuu -- Number of permissive left turn vehiclesNumber of permissive left turn vehicles
250 vph
qT
g and g =Length of
leading protected left
turn phases
55%
EL = 3600 (Lu
* ru * PZ * PSD)
C
-
8/3/2019 5A-Mollett
7/21
rruu --P
robability of an opposingL
T vehicleP
robability of an opposingL
T vehicle
100
200
300
400
500
600
700
800
900
1
000
1
100
1
200
1
300
1
400
1
500
1
600
1
700
1
800
1
900
2
000
2
100
2
200
2
300
2
400
2
500
2
600
2
700
2
800
2
900
3
000
Approach Through Volume - qT
0.0
0.2
0.4
0.6
0.8
1.0
1.2
ru
-Probabilityofrestrictedsightd
istance
250
150
50 Opposing Left Turn Volume - q'LT
250 vph
800 vph
qT
qLT
EL = 3600 (Lu * ru * PZ * PSD)
C
g and g = 0 sec
-
8/3/2019 5A-Mollett
8/21
PPZZ --
Probability of vehicle/s in conflict zones
Probability of vehicle/s in conflict zones
100 300 500 700 900 1100 1300 1500 1700 1900 2100 2300 2500 2700q'T
- Opposs ing Through Volume
0.00
0.02
0.04
0.06
0.08
0.10
0.12
0.14
PZ
v = 90 km/h
v = 80 km/h
v = 70 km/h
qT
EL = 3600 (Lu * ru * PZ * PSD)
C
-
8/3/2019 5A-Mollett
9/21
40 50 60 70 80 90 100
Percentile (%)
70
80
90
100
110
120
130
140
150
160
SD
a-AvailableSightDista
nce(m)
Methodology
by McCoy et. al
3.5 m
PPSDSD --
Probability of insufficient
LT sight distance
Probability of insufficient
LT sight distance
For 80 km/h the required LT Sight Distance = 133 m
56 %
-2 m
3 m
3 m3.75 m
35 mPSD = 1 0.56 = 0.44
EL = 3600 (Lu * ru * PZ * PSD)
C
5.0 m
3.5 m
3.75 m
-
8/3/2019 5A-Mollett
10/21
200 vph
800 vph
800 vph
50 vph
100 vph
600 vph
1500 vph
50 vph
Lu = 6.7 Lu = 3.3
ru = 0.130 ru = 0.64
PZ = 0.128 PZ = 0.121
EL = 2.49 EL = 3.41
Which scenario has
the highestexposure for NB left
turn conflicts ?
Scenario A Scenario B
-
8/3/2019 5A-Mollett
11/21
Improvement StrategiesImprovement Strategies
Improve LT
sight distance
Reduce
Speed
Reduce PSD Reduce PZ Reduce Lu Reduce ru
Protected
LT Phasing
Intersection
Geometry
Detector
Loop
Position
-
8/3/2019 5A-Mollett
12/21
ImproveL
eft Turn Sight DistanceImproveL
eft Turn Sight Distance
4050 60 70 80 90 100
Percentile (%)
60
80
100
120
140
160
180
200
SD
a-AvailableSightD
istance(m)
Offset = -2mWLL= 0
56%
PSD = 0.44
-
8/3/2019 5A-Mollett
13/21
Offset
WLL
ImproveL
eft Turn Sight DistanceImproveL
eft Turn Sight DistanceNo road widening
Reduce through lane widths
Introduce shadow lane
Offset remains the same
4050 60 70 80 90 100
Percentile (%)
60
80
100
120
140
160
180
200
SD
a-AvailableSightD
istance(m)
Offset = -2mWLL= 0
56%
PSD = 0.44
-
8/3/2019 5A-Mollett
14/21
Offset
WLL
ImproveL
eft Turn Sight DistanceImproveL
eft Turn Sight DistanceNo road widening
Reduce through lane widths
Introduce shadow lane
Offset remains the same
4050 60 70 80 90 100
Percentile (%)
60
80
100
120
140
160
180
200
SD
a-AvailableSightD
istance(m)
Offset = -2mWLL= 0.3 m
Offset = -2mWLL= 0
56% 66%
PSD = 0.44 PSD = 0.34
-
8/3/2019 5A-Mollett
15/21
ImproveL
eft Turn Sight DistanceImproveL
eft Turn Sight DistanceWith road widening
Offset
WLL
40 50 60 70 80 90 100
Percentile (%)
0
100
200
300
400
500
SD
a-Availab
leSightDistance(m)
Offset = -2 mWLL = 0
Offset = -1.25 mWLL = 0.75 m
56% 96%
Decrease offset
Introduce shadow lane
PSD = 0.44
PSD = 0.04
-
8/3/2019 5A-Mollett
16/21
Protected/
Permissive
Left Turn
Phasing
Protected/
Permissive
Left Turn
Phasing
500 700 900 1100 1300 1500 1700 1900 2100 2300 2500 2700 2900
qT - Approach volume (vph)
0
2
4
6
8
10
12
14
16
EL
No Loops
250 vph
800 vph
qT
150 vph
Length of protected left turn phases = 12 sec
-
8/3/2019 5A-Mollett
17/21
Protected/
Permissive
Left Turn
Phasing
Protected/
Permissive
Left Turn
Phasing
500 700 900 1100 1300 1500 1700 1900 2100 2300 2500 2700 2900
qT - Approach volume (vph)
0
2
4
6
8
10
12
14
16
EL
No Loops
3rd Vehicle position
250 vph
800 vph
qT
150 vph - 63 %
Length of protected left turn phases = 12 sec
-
8/3/2019 5A-Mollett
18/21
Protected/
Permissive
Left Turn
Phasing
Protected/
Permissive
Left Turn
Phasing
500 700 900 1100 1300 1500 1700 1900 2100 2300 2500 2700 2900
qT - Approach volume (vph)
0
2
4
6
8
10
12
14
16
EL
No Loops
3rd Vehicle position
2nd Vehicle position
1st Vehicle position
250 vph
800 vph
qT
150 vph - 63 %
- 17 %
Length of protected left turn phases = 12 sec
-
8/3/2019 5A-Mollett
19/21
Conclusions and RecommendationsConclusions and Recommendations Current design standards for signalized intersections
often result in insufficient LT sight distance (PSD > 0) Safety also depends on:
qL - Opposing left turn volume
qT Approach through volume
Increase LT sight distance Decrease LT lane offset
Introduce a shadow lane
IntroduceP
rotected OnlyL
T phase Introduce Protected/Permissive LT phasing
Consider detector loop positionsqL
qT
qT
qL
-
8/3/2019 5A-Mollett
20/21
Intersection Design GuidelinesIntersection Width = 35 m
Speed (km/h)
3.5 m Lane 3.35 m Lane
WLL
Offset WLL
Offset
40 0 -2 0 -2
50 0 -2 0 -2
60 0.2 -1.8 0.25 -1.75
70 0.4 -1.6 0.45 -1.55
80 0.5 -1.5 0.55 -1.45
90 0.6 -1.4 0.60 -1.40
-
8/3/2019 5A-Mollett
21/21
Thank You !