GIS and Transportation - UW Courses Web Servercourses.washington.edu/cee424/speakers/Ed - CEE...

100
GIS and Transportation Fall 2011 Edward McCormack Washington State Transportation Center Civil and Environmental Engineering

Transcript of GIS and Transportation - UW Courses Web Servercourses.washington.edu/cee424/speakers/Ed - CEE...

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GIS and Transportation

Fall 2011

Edward McCormack

Washington State Transportation Center

Civil and Environmental Engineering

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GIS for Transportation (GIS-T)

• Applications

– Traffic Engineering

– Transportation Planning

– Technology / Intelligent Transportation

Systems (ITS) Applications

• Sources of GIS data

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What is Special about a GIS-T

• Reliance on network data

• Many GIS polygons (areas or zones) are defined

by roads– which in transportation are features in

themselves

• Require variable data along a network

(pavement type, traffic volumes, crashes)

• Multiple lanes in a link (arc)

• Planar vis non-planar (intersection or overpass?)

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GIS-T Software

• ArcView has a growing number of

transportation functions

• Other specialized GIS-T packages such as

TransCAD, Intergraph are available

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GIS and Traffic Engineering

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Traffic Safety Studies

• Crashes are recorded on an accident report

form

• Location of crash is recorded

• Simple to use GIS to locate crash on

roadway and then analyze by crash type,

cause, severity, etc.

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Crashes Involving Domestic Animals

Washington State (east)

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Crashes Involving Wild Animals

Washington State (east)

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Ice Warning Sign

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Ice Warning Sign Policy

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WSDOT Maintenance Areas

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Many GIS Based Safety

Applications

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GIS-T Data Needs

• Point data: sign location, crash site

• Length data: shoulder width, number of

lanes

• Time data: new pavement in 2003

• Route data: I-90, Milepost 29.02,

intersection of Brooklyn and 45th Street

• Zone Data: In the City of Seattle

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Solutions to GIS-T Data Needs?

• Unique roadway database

• Change segment for each data change

• Fixed segments

Or

• Dynamic Segmentation

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Dynamic Segmentation

• Events (crashes, pavement type, etc) are

related to a route segment where the

segments are not pre-defined.

• The extent of the segments change based on

the criteria used to define segments.

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Dynamic Segmentation

• Uses a series of cross referenced tables to

that link each type of information to the

appropriate street segments.

• Uses a linear or distance referencing

system such as mileposts

• GIS converts mileposts to lat-long and turns

data into a “layer”

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Why You Need Linear

Referencing

• Where are you on the roadway?

• A method to location attribute or events

along a line (a road)

• A number of linear referencing methods

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WSDOT - Mileposts and

Accumulated Route Miles

(ARMS)

MP 0 MP 1

MP 2 MP 3 MP 0 MP 1

MP 2 MP 3

ARM 1 ARM 2 ARM 3

New roadway alignment

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Crash Data into a GIS

Crash Data

Located by

milepost

(in the field)

ArcView

Maps crash

locations to state

routes using

ARMs

Calculation

Process

Converts

Mileposts to

Accumulated

Route Miles

(ARMs)

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GIS and Transportation Planning

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GIS and Transportation Data

Inventory • GIS are used to keep databases of physical elements

and characteristics of transportation systems

• Many possible data elements

– Streets and highway

– Signal and signs

– Pavement

– Vegetation

– Traffic volumes

– Many more

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Transportation Planning and Zones

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Different Scales of Zones

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Network Conflation

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Transportation Planning Application -

Mixed Use Neighborhoods

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Suburban

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New Urbanism

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compact spread out

high density low density

sidewalk highway

pedestrian car

Main Street shopping mall

5 minute walk car trip

buildings close to street buildings set back

parallel street parking parking lots

grid streets cul-de-sacs

mixed use land use segregated land use

New Urbanism Suburbs

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The Seattle Area Travel Diary

• Respondents

contacted using

random dialing

• Respondent asked

for address of trip

start and trip end

• Covered the travel

of 900 households

over two day

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Geocoding

• Conversion of an address into a point

specified by a latitude and longitude

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Address Ranges

111 Crockett ST

CROCKETT ST

WA

RR

EN

AV

E N

1S

T A

VE

N

148

98

100

101

149

Produced by Academic TransCADProduced by Academic TransCAD

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Queen Anne Survey Household

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Queen Anne Trip Origins and

Destinations

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Queen Anne Regional Origins

and Destinations

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Shortest Path Trips

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Average Daily Travel Mileage

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Bus Stops

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GIS and Technology - Intelligent

Transportation Systems (ITS)

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GIS and ITS

• GIS interface between Internet user and

spatial data

• GIS used with global positioning system

(GPS) data

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Interactive GIS Map

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GIS for real-

time

information

on traffic

conditions

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GPS is an important source of

transportation GIS data

• GPS data increasingly common

• GPS data increasingly accurate

• Examples:

– Handheld GPS with barcode reader for sign inventory

– Pavement conditions

– Fleet management for trucks

– Many other sources of GPS data

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Global Positioning Systems Use

Triangulation

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WSDOT Roadside Feature

Inventory

• GPS data

collection in

clear zone

• Locate

objects to one

foot accuracy

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GIS used to crunch GPS data

• GPS from Probe vehicles

– Travel time

– Travel speeds

– Identify roadway bottle necks

– Check loop accuracy

• GPS from Fleet Management System

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Identify

Bottlenecks

Area of

Recurring

Delay

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GPS and GIS in Trucks

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GIS Process GPS data

Vendor A

Vendor B

Vendor C

Database Server

Vendor A Database

Vendor B Database

Vendor C Database

O/D Trip

Information

Generator

GIS

Processing

Combined Freight Performance Measure Database

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GIS to Analyze Ramp & Interchanges

64 One week of GPS data on the I-5 / Corson Interchange (September

2009)

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Identifying truck bottlenecks Step 1 - Code truck Global Positioning System (GPS) data to Washington State’s freight corridors.

We have data

from 6,000

trucks each day

66

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Centerline Database Problem

• Many agencies

improving their

network data with

centerline surveys

• Air Photo

• GPS in vehicles

I-5

Albro

Swift

Corgiat

16

th

Junea

u

15th

16

th

I-5

I-5

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GIS and Roadway Segmentation

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Identifying truck bottlenecks Step 2 – Pre-determine segments to analyze on the state’s major truck corridors

We divided the state highway system into segments according to:

– location of ramps and major (signalized) intersection,

– speed limit changes, and

– Urban/rural boundaries.

22,000 segments in Washington

69

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Identifying truck bottlenecks Step 3 – Automatically pull GPS data from trucks traveling for each segments.

70

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Identifying truck bottlenecks Step 4 – Determine each segment’s reliability by analyzing truck speed data by time-of-day

AM Peak Speed distribution for SB I-5 (Snohomish County between 220th SW and 236th SW)

PM Peak Speed distribution for SB I-5 (Snohomish County between 220th SW and 236th SW

Segment 9

The diagram on the left shows a highway segment that is unreliable in the AM peak. The diagram on the

right shows that trucks reliably travel at 50 to 65 miles per hour in the PM peak on the same segment.

71

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Identifying truck bottlenecks Step 5 – Define and apply criteria to rank the highway bottlenecks

We developed four criteria to identify and rank truck bottlenecks:

1. Truck speed below severe congestion threshold, which WSDOT has defined as

60 percent of posted speed (35 miles per hour on urban freeways),

2. Average speed,

3. Speed distribution (reliability), and

4. Truck volume.

Percentage of truck speeds falling below severe congestion threshold on southbound I-5

72

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Severe truck bottleneck in Central Puget Sound : SR 99 northbound

Location: SR-99 northbound, north of

SR-519, SeaTac, WA

Length: 0.28 mile

Daily Truck Volume: 3,100

Average truck travel speed: 21 mph

Percentage of travel speed below 60%

of posted speed limit: 72%

74

Time Period Reliability

AM Unreliable

Midday Unreliable

PM Unreliable

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We Can Locate Problem Areas

75 One week of GPS data on I-90 (January 2009)

Bottleneck

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GIS-T in the Future

• Expansion beyond use by transportation professionals (911, yellow pages, travel planning, vehicle tracking, etc)

• New interfaces (3D, voice activation, virtual GIS)

• Better GPS (Russian and European systems)

• More linked to remote sensing (satellites) - Google Earth

• Better interoperability with other data systems

• More on the Internet and real-time

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GIS-T Data Sources on the

Internet

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Transportation Agency

GIS/spatial data

• All state DOTs have road center line database

• Many agencies maintain geo-spatial database (layers)

– railroads

– political boundaries

– Etc.

• Sometimes web-based

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http://www.gis.fhwa.dot.gov/

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King County

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http://hepgis.fhwa.dot.gov/

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http://www.bts.gov/publications/national_transportat

ion_atlas_database/2009/

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Puget Sound Regional Council

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WSDOT Geodata Catalog

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Washington Transportation GIS

Framework

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Questions?

Ed McCormack

Civil and Environmental Engineering

Washington State Transportation Center

(206) 543-3348

[email protected]

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Origin

Destination

Buckley

Auburn

Sumner Buckley Hwy E

LakeTapps

Sumner

410

164

164

N0 5 km

410

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Truck Data vs. Car Data

• Which is right?

• It turns out trucks have different travel

patterns and speeds than cars

GPS Speeds (Trucks) vs. Freeway Loop Speeds (Cars)

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We Can Quantify Network Problems

Bottleneck

Eastbound Average Truck Speed: 40mph.

Average All Vehicles Speed: 58mph 31%Difference

Westbound Average Truck Speed: 47mph.

Average All Vehicles Speed: 57mph 18%Difference

(Data from September 2008 to September 2009)

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We Can Evaluate Construction Impacts

93 I-90 Floating Bridge Lanes Closure (May 2009)

Truck speeds

were 8 mph

slower during

construction

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Wireless GPS Data

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Geocoding Results

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> 0.4 mile

0.3 - 0.4 mile0.2 - 0.3 mile

0.1 - 0.2 mile

0.1 mile

0%

20%

40%

60%

Kirkland

Wallingford

Queen Anne

0%

20%

40%

60%

Percent of

Trips

Distance from

Commercial

Street

Shopping by Walk Trips

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Truck Data

• Truck ID

• Latitude and Longitude

• Time/ Date Stamp

• Ping at engine start/stop and every ½ to 15

minutes

• Privacy protected

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GPS data from trucks

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Geocoding

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Average Daily Travel by Mode