Title: Richard Dowling Dowling Associates
1Multimodal LOS For Urban Streets
- Richard Dowling Dowling Associates
2Multimodal 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
3Definition 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
4NCHRP 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
5Data 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.
6What 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
7Distribution of LOS Responses
8Factors 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
9Factors Affecting Transit LOS
- Frequency of Service
- Speed of Service
- Passenger Load
- Reliability
- Accessibility
- Bus StopAmenities
10Factors Influencing Bicycle LOS
- Segment Experience
- Intersection Experience
- Driveway Interference
11Bicyclist 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)
12Bicycle 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
13Bicycle Driveway Conflicts
- Density of unsignalized intersections and
driveways per mile - Right-hand side of street.
14Factors Influencing Pedestrian LOS
- Segment Experience
- Travel along segment
- Mid-block crossing
- Intersection Experience
- Pedestrian Density
15Pedestrian 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
16Pedestrian 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
17Ped. 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.
18Software 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)
19Sharing The Street
Before
After
20To 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
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