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TRANED2010TRBPPTjgs050110 1 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation Research Group

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Page 1: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 1

MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS

AND INTERSECTIONS

John G. Schoon

University of Southampton, Transportation Research Group

Page 2: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 2

Objective: Improved geometric design of road crossings for mobility scooter users.

Current problems: Users’ risk of collision with motor vehicles not stopping due to inadequacies in:

• Driver performance• Approaching vehicle(s’) deficiencies • Infrastructure • Operational procedures

Problem consequences – reduced mobility of disabled people

Page 3: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 3

Aproach to Improved Geometric Design – Configure crossings to accommodate users

Scooter users’sight lines – to enables scooter user who is aware of his or her abilities, to cross the carriageway to a point where no risk of collision with an approaching vehicle occurs. Considerations: distance to approaching vehicles,

• clearance from obstructions;• user’s vision angle; and, • user’s scanning time.

Crossing movement timing – • User based: observation-reaction time; and, • Scooter based: acceleration, crossing velocity,

deceleration, safety margin

Page 4: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 4

USER’S SCANNING ANGLES

Required corner scanning angle

B

A

Range of actual scanning angles

Page 5: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 5

EFFECT OF MIRRORS ON SIGHT LINES

Page 6: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 6

EFFECTS OF CROSSING LOCATION ON USER SIGHT LINES

Page 7: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 7

CROSSING TIME COMPONENTS

Safety margin time

Safety margin time

Vulnerability time during crossing

Vulnerability time during crossing

Observation-reaction time

Observation-reaction time

Page 8: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 8

TIME-DISTANCE DIAGRAM OF CROSSING MOVEMENT

Time

Observation-reaction time

Front of scooter

Rear of scooter

Safety margin time

Total time required by mobility scooter for safe crossing

Length of scooter

Length of scooter time

Distance

Page 9: TRANED2010TRBPPTjgs0501101 MOBILITY SCOOTERS AND USER CHARACTERISTICS AT CROSSINGS AND INTERSECTIONS John G. Schoon University of Southampton, Transportation

TRANED2010TRBPPTjgs050110 9

GEOMETRIC DESIGN REQIREMENTS FOR MOBILITY SCOOTERS AT CROSSINGS

• Analysis of sight lines

• User scanning angles

• Location of crossing relative to sight lines to approaching vehicles

• Assumption that scooter users cannot take evasive action

• Consideration of scooter and user characteristics:

• Observation-reaction time

• length of scooter

• Safety margin

• Turning radius of scooters adjacent to crossing

• Scooter crossing speed relative to approaching vehicle speed

• Footway width and slope characteristics