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Rebecca Peterniak, B.SC., EIT Jeannette Montufar, Ph.D., P.Eng, PTOE, FITE Department of Civil Engineering University of Manitoba June 3, 2014 CMRSC XXIV Vancouver Evaluating pedestrian safety at signalized intersections in San José, Costa Rica
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Rebecca Peterniak, B.SC., EIT

Jeannette Montufar, Ph.D., P.Eng,

PTOE, FITEDepartment of Civil Engineering

University of ManitobaJune 3, 2014

CMRSC XXIV Vancouver

Evaluating pedestrian

safety at signalized

intersections in

San José, Costa Rica

10 June 2014CMRSC XXIV Vancouver2

The research

10 June 2014CMRSC XXIV Vancouver

Evaluate pedestrian safety and

accommodation at urban signalized

intersections using surrogate safety

measures, the built environment, and

operational characteristics

• Conflicts and signal compliance

3

Objectives of the paper

10 June 2014CMRSC XXIV Vancouver

1. Understand the surrounding

context of the study corridor

2. Develop and apply a data

collection program

3. Evaluate the characteristics of the

intersection with the poorest

pedestrian signal compliance

4

Study Segment

10 June 2014CMRSC XXIV Vancouver

5

Study segment

10 June 2014CMRSC XXIV Vancouver

6

Methodology

10 June 2014CMRSC XXIV Vancouver

• Data collection

• Conflict studies

• Signal compliance studies

• Infrastructure and operational

inventory

7

Data collection

10 June 2014CMRSC XXIV Vancouver

9:30 am – 11:30 am

Weekday

(a)

(b)

2 m 2 m 2 m

(a)

(b)

2 m 2 m 2 m

13 716 pedestrians

8

Conflict studies

10 June 2014CMRSC XXIV Vancouver

9

Gender

Severity & Type

Interval

Signal compliance studies

10 June 2014CMRSC XXIV Vancouver

10

Red-walker

Amber-walker

Green-walker

Infrastructure and operational

inventory

10 June 2014CMRSC XXIV Vancouver

Accessible

features

General site

characteristics

Signage and

pavement

markings

Pedestrian

signal timing

and design

11

Evaluation Results

10 June 2014CMRSC XXIV Vancouver

12

Red-walking by intersection

10 June 2014CMRSC XXIV Vancouver

Signal 1 contributed 26% of

total red-walking on the

Study Segment

13

Signal 1 42% 1% 57%

Study Segment 88% 2% 10%

N = 1243

SB right

turn

N

Signal sequence and timing

10 June 2014CMRSC XXIV Vancouver

SB right

turn

display

Ped

display

Potential

conflict

14

10 June 2014CMRSC XXIV Vancouver

15

Most conflicts occurred while the

DON’T WALK interval was displayed

1.2 m/s

2.3 m/s

Pedestrian signal heads

10 June 2014CMRSC XXIV Vancouver

19

Summary

10 June 2014CMRSC XXIV Vancouver

20

• Developed and applied methodology for evaluating pedestrian safety using surrogate measures

• Intersection with the poorest signal compliance observed less than half of crossing pedestrians green-walking

• Most conflicts occurred during the DON’T WALK interval

Recommendations

10 June 2014CMRSC XXIV Vancouver

21

• Implement of a longer and more

accommodating pedestrian clearance

interval (walking speed)

• Improve road user education

(pedestrian and driver)

• Consistently apply and maintain

traffic control devices

Rebecca Peterniak, B.Sc., EIT

University of Manitoba

Department of Civil Engineering

[email protected]

204.474.8560June 3, 2014

Thank you

Future research

10 June 2014CMRSC XXIV Vancouver

23

• Further link safety performance data (conflicts and signal compliance) with infrastructure and operational inventory

• Identify associations and develop diagnostic tool for civil engineers to identify problematic intersections

• Identify countermeasures


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