Richard Dowling Dowling Associates

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Richard Dowling Dowling Associates

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Selected and shot video clips of 90 typical street cross sections from point of ... Showed the clips to 120 people in video labs in four cities. College Station, Texas ... – PowerPoint PPT presentation

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Title: Richard Dowling Dowling Associates


1
Multimodal LOS For Urban Streets
  • Richard Dowling Dowling Associates

2
Multimodal LOS Philosophy
  • Multimodal Level of Service (MMLOS) Analysis for
    Urban Streets
  • Each urban street right-of-way is shared by 4
    major types of users
  • Automobile Drivers
  • Transit Passengers
  • Bicyclists
  • Pedestrians
  • The urban street should serve all users

3
Definition of MMLOS
  • MMLOS is the degree to which the urban street
    design and operations meets the traveling needs
    of each user type.
  • Four level of service grades for each street
  • Auto LOS, Transit LOS, Bicycle LOS, Pedestrian
    LOS
  • MMLOS is a report card, not a single grade.

Bancroft Avenue Level of Service User Type
AM Pk Hr PM Pk Hr Auto C
E Transit B
C Bicycle D
C Pedestrian C D
4
NCHRP 3-70 Research Project
  • Objective To develop a scientific basis for
    evaluating multimodal LOS on urban streets
  • 4-year, 1.1 million project
  • U.S. modal experts
  • Dr. Aimee Flannery, George Mason University
  • Dr. Nagui Rouphail, North Carolina State
    University
  • Bruce Landis, Sprinkle Consulting
  • Theo Petritsch, Sprinkle Consulting
  • Paul Ryus, Kittelson Associates

5
Data Collection
  • Selected and shot video clips of 90 typical
    street cross sections from point of view of auto
    driver, bicycle rider, and pedestrian.
  • Showed the clips to 120 people in video labs in
    four cities.
  • College Station, Texas
  • New Haven, Connecticut
  • San Francisco, California
  • Chicago, Illinois
  • Asked to rate each clips trip experience from
    best to worst.

6
What about Transit?
  • Did on-board surveys in Miami, Baltimore,
    Portland, and San Francisco
  • No matter how bad the service, everybody on board
    the bus liked it.
  • Used mode choice survey results and known
    patronage elasticities to construct transit LOS
    model

7
Distribution of LOS Responses
8
Factors Affecting Auto LOS
  • Average Travel Speed for Through Traffic
  • Number of Stops per Mile
  • These two factors are in turn influenced by
  • Demand, capacity, posted speed limit, number of
    lanes, signal timing, coordination, interference
    from other users (bus, bike, pedestrian)
  • 4 Models to Test

9
Factors Affecting Transit LOS
  • Frequency of Service
  • Speed of Service
  • Passenger Load
  • Reliability
  • Accessibility
  • Bus StopAmenities

10
Factors Influencing Bicycle LOS
  • Segment Experience
  • Intersection Experience
  • Driveway Interference

11
Bicyclist Segment LOS
  • Vehicle Traffic Volume in Outside (Right) Lane
  • Percent Trucks
  • Vehicle Speeds
  • Lateral Separation From Vehicles
  • Average effective paved width
  • Outside lane, bike lane, shoulder lane (if no
    parking)
  • Discounted for on-street parking
  • Pavement Quality (1-5)

12
Bicycle Intersection LOS
  • Vehicle Traffic Volume in Outside (Right) Lane
  • Percent Trucks
  • Vehicle Speeds
  • Lateral Separation From Vehicles
  • Width of outside lane plus bike lane
  • Signalized Intersection Cross-Street Width

13
Bicycle Driveway Conflicts
  • Density of unsignalized intersections and
    driveways per mile
  • Right-hand side of street.

14
Factors Influencing Pedestrian LOS
  • Segment Experience
  • Travel along segment
  • Mid-block crossing
  • Intersection Experience
  • Pedestrian Density

15
Pedestrian Segment LOS
  • Function of
  • Vehicle volume in rightmost lane
  • Vehicle speeds
  • Lateral separation between vehicles and
    pedestrians
  • Barriers (trees, bushes, barricades)
  • On-Street parking
  • Presence and width of sidewalk

16
Pedestrian Intersection LOS
  • Function of
  • Vehicle volumes and speeds
  • Right turns on red and left turns during Walk
    phase
  • Right turn channelization islands (pork chops)
  • Cross-street vehicle traffic and speeds
  • Lanes on the cross-street
  • Delay waiting to cross at signal

17
Ped. Midblock Crossing Difficulty
  • Can increase or decrease pedestrian LOS by up to
    20.
  • Factor is related to the minimum of
  • Delay waiting for gap in traffic
  • Delay walking to nearest signalized intersection
  • Midblock crossing computation can be turned off.

18
Software Implementation
  • Now
  • Free, unsupported, research quality spreadsheet
  • Comments welcome
  • After June 2010
  • If/When included in HCM 2010 update
  • May be included in some commercial quality,
    supported software (HCS)

19
Sharing The Street
Before
After
20
To Learn More
  • Final Report NCHRP Report 616
  • http//onlinepubs.trb.org/onlinepubs/nchrp/nchrp_r
    pt_616.pdf
  • Users Guide NCHRP Web document 128
  • http//onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w
    128.pdf
  • For more information contact
  • Rick Dowling, Dowling Associates, Oakland, CA
  • Phone 510-839-1742 x 120, rdowling_at_dowlinginc.co
    m
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