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    Improving left turn safety at signalizedImproving left turn safety at signalized

    intersectionsintersections

    Calvin J. Mollett

    Regional Municipality of York

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    Traffic flows

    Operational Characteristics Signal Design

    Geometry

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    Thank You !