road map accuracy evaluation shashi shekhar max donath pi-ming cheng weili wu research project team...

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Road Map Accuracy Evaluation Shashi Shekhar Max Donath Pi-Ming Cheng Weili Wu Research Project Team Meeting (A New Approach to Assessing Road User Charges) Nov. 7th, 2001

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Road Map Accuracy Evaluation

Shashi ShekharMax Donath

Pi-Ming ChengWeili Wu

Research Project Team Meeting(A New Approach to Assessing Road User

Charges)Nov. 7th, 2001

Motivation

Evaluation of digital road map databases To meet requirements of road user charge system: accuracy,

coverage Recommend a cost-effective approach Develop the content and quality requirements

For digital GIS road maps Each GIS dataset can contain various errors Failure to control and manage error

Limit or invalidate GIS applications

Example Requirements

TIGER Accuracy Improvement Project (11/2/2001) Target Date - 2010 Goals: Correctly place a mobile GPS-equipped computer

On correct side of street 100 percent of the time In correct relationship to legal boundaries 100 percent of time

Example Requirement 2

Source: Forkenbrock, Hanley, Tech. Paper 4 (Nov. 2001), GPS Accuracy Isues Related to the New Approach to Assessing

Road User Charges Applications:

Assessing road user charges Congestion pricing, lane pricing

Roadmap wish list Positions - lanes, roads Attributes - classification, political jurisdiction

Accuracy wish-list Positional accuracy - 1-2 meter for lanes, 30 meter for roads Assumes - Road separation less than 30 m is rare.

“Can current GPS ... and GIS road files promise 30 m accuracy?”

Understanding Requirements

Which map accuracy? Positional accuracy - horizontal, vertical Other - attribute accuracy - not specified

What is positional accuracy (e.g. 30m) ? Worst case => error is always < 30m Statistical, e.g. median, 90th-percentile

What is the positional accuracy budget for roadmaps? = Total positional accuracy budget - GPS accuracy budget Less than 30 m GPS accuracy depends on location, weather, … Roadmap accuracy should be higher where GPS accuracy is

lower!

Close Road Pair

Separation may be << 30 meter

Outline

Motivation Background

Accuracy of Spatial Database Related Work

Map accuracy standards Accuracy Assessment Methodologies

Our Approach Framework Preliminary results

Challenges

Roadmap Sources

Sources for navigable digital road maps Public sector

• State: e.g., State DOT base map• Federal: TIGER file, USGS

Private• Navigable maps: Tele Atlas, NavTek, GDT, PC Miler• Cartographic: AAA, Rand McNally

Road Map Components

Position latitude, longitude, altitude for intersections, shape

points center line for road segments

Attributes Route attribute (name, type)

Topology Route segment (direction, type, restrictions) Routing attributes (intersections, turn restrictions)

Not widely available position of lanes, political jurisdiction

Definitions

Accuracy Closeness of estimates to true values

• (or values accepted to be true) the accuracy of the database may have little

relationship to the accuracy of products computed from the database

Precision number of decimal places (significant digits) in a

measurement Common practice:

• round down 1 decimal place below measurement precision

Components of Map Accuracy

Source: Chrisman “Spatial data are of limited accuracy, inaccurate

to some degree, the important questions are: How to measure accuracy? How to track the way errors are propagated through GIS

operations?”

Components of Data Quality: positional accuracy attribute accuracy logical consistency completeness lineage

Positional Accuracy - Definition

The closeness of location (coordinates) information to the true position

Measures of positional accuracy Paper map - one line width or 0.5 mm

• About 12 m on 1:24,000, or 125 m on 1:250,000 maps

RMS error 90th percentile, 95th percentile

Components of positional accuracy Horizontal, Vertical

Framework to test positional accuracy

Compare with a reference of higher accuracy source find a larger scale map use the Global Positioning System (GPS) use raw survey data

Use internal evidence Indications of inaccuracy:

• Unclosed polygons, lines which overshoot or undershoot junctions A measure of positional accuracy:

• The sizes of gaps, overshoots and undershoots Compute accuracy from knowledge of the errors

By different sources, e.g 1 mm in source document 0.5 mm in map registration for digitizing 0.2 mm in digitizing

Attribute Accuracy

The closeness of attribute values to their true value Measures depend on nature of the data

measurement error for continuous attributes (surfaces) • e.g. elevation accurate to 1 m

categorical attributes such as classified polygons• gross errors, such as a polygon classified as A when it should have

been B, e.g. land use is shopping center instead of golf course

Framework to test attribute accuracy Create a a misclassification matrix: Ideally, all points lie on the diagonal of the matrix

Logical Consistency

Internal consistency of the data structure

Particularly applies to topological consistency

Examples:• Is the database consistent with its definitions? • If there are polygons, do they close? • Is there exactly one label within each polygon? • Are there nodes wherever arcs cross, or do arcs

sometimes cross w/o forming nodes? • Do road-segments meet at intersections?

Completeness

The degree to which the data exhausts the universe of possible items

Up to date Vs. Complete Examples:

Are all possible objects included within the database? Does the digital map cover all new developed area?

Lineage

A record of the data sources and of the operations which created the database

Examples: How was it digitized, from what documents? When was the data collected? What agency collected the data? What steps were used to process the data?

Problem Definition:

Given: A GIS roadmap dataset and a Gold Standard Definition of accuracy

Find:

Spatial Accuracy of the given GIS dataset

Objectives: Fair, reliable, tamper-proof, low cost

Constraints: Gold-standard accuracy is better than GIS dataset

accuracy

Outline

Motivation Background

Accuracy of Spatial Database Related Work

Map accuracy standards Accuracy Assessment Methodologies

Our Approach Framework Preliminary results

Challenges

Related Work

Standards Interpreting Reported Accuracies Tools and Methodologies

Accuracy Standards

1947 US National Map Accuracy Standards (NMAS) 90% of the tested points have errors < threshold Threshold = 1/30 inch for scale > 1:20,000 Threshold = 1/50 inch for scale < 1:20,000 Q? "How far out are the 10%?" "Where are the 10%?"

• e.g. all of the 10% point off by several inches and are in one road

Am. Soc. for Photogram. And Remote Sensing (ASPRS)

3 different thresholds (class A, B, C) for each scales Dozen scales or so

US National Standard for Spatial Data Accuracy (NSSDA)

95 percent of points have errors < threshold Relates to RMS error for normal distribution

British Standard RMS error

Etak Accuracy Assessment June 1999 Announcement

(www.etak.com/News/newmap.html) Claims: Conforms to National Map Accuracy Standards (NMAS)

• 70% of US Population (1.6 Million miles) at 1:24,000 scale• Another 25% of US Population at 1:100,000 scale• Geo-coding - 98% match rate

Interpretation 1• NMAS requires 90th percentile of error = 1/50 inch• 40 feet (12.2 meters) at 1:24,000 scale• 166 feet (51 meters) at 1:100,000 scale

Interpretation 2• 70% population = Metropolitan areas• Another 25% population = Small towns• TIGER has 8.5 Million miles of roads• Roads corrected are about 1/5th of TIGER roads!

TIGER file Accuracy Assessment

http://www.census.gov/geo/www/tiger/ Report: John S. Liadis, TIGER Operations Branch ,

Geography Division Findings:

Tested 6800 points across 8 sites, multiple sources Mean error = 281 feet (about 90 meters) Median error = 166 feet (about 50 meters) Errors vary across locations (median from 30m to 160m) Errors vary across sources (median from 32m to 350m)

90th percentile errors (NMAS) are much worse! 110m - 400m across different sources

GPS TIGER Accuracy Assessment Tool

GPS TIGER Accuracy Analysis Tools (GTAAT) Calculates the distance and azimuth difference Between the GPS collected point and the equivalent TIGER

point Indicated Accuracy of some Popular Digital Map

Statistics approach Visualization approach

Goals for TIGER Accuracy Improvement Project (11/2/2001) Correctly place a mobile GPS-equipped computer On correct side of street 100 percent of the time In correct relationship to legal boundaries 100 percent of time

GPS Tracks Vs. Road Maps

Visualization Approach

Tiger-based Map

USGS Digital Map

GTAAT Workflow Diagram

GTAAT Process Diagram

GTAAT Report: GPS Data Cleaning

Post process collected GPS coordinates Selective availability of the GPS signal GPS satellite clock error Ephemeris data error Tropospheric delay Unmodeled ionospheric delay

Differential corrections in post processing Remove common error Both the reference and remote receivers

Do not correct multi-path or receiver noise Trimble’s Pathfinder Office 2.51 Software used

Require downloading data from a GPS base station A local station is available

GTAAT: GPS Source/Operation

(Red number:source

code not used in the source-by-

source analysis)

Collected GPS

anchor points by

Sources or Update

Operation

GTAAT: Ranking of road map quality

Median variance by source: median distance difference of operations(or source) of GPS and TIGER

feature

GTAAT Statistics Approach Test site: Windham County, VT (50025) Result of distance by census

Accuracy Assessment in Road Map

GTAAT Statistics Analysis: Site-by-Site Comparison Test site: Maricopa County, AZ (04013) Result of distance by tract

Accuracy Assessment in Road Map (2)

Limitation of Related Works

Limited to positional accuracy and lineage Did not evaluate attribute accuracy, completeness

Position accuracy measure is limited No separation of lateral and longitudinal error lateral error affect road determination longitudinal error may be administrative zone determination

Not scalabile to road network Point to point comparison is limited and slow

Did not model GPS accuracy GPS accuracy = f (location, weather)

Outline

Motivation Background

Accuracy of Spatial Database Related Work

Map accuracy standards Accuracy Assessment Methodologies

Our Approach Framework Preliminary results

Challenges

Our Approach

Evaluate total system (GPS + roadmap) Road classification accuracy

Evaluate road map component Positional accuracy Attribute accuracy

Road Classification

Garmin error circle on USA toposheet maps (Source: Garmin)

Risk of incorrect map matching

Road Classification Accuracy

Road classification depends on: Positional accuracy, Attribute accuracy, Completeness

Road Classification Accuracy Measures: Miles – misclassification Number of road pair closer than threshold (30m) Probability of mis-classifying road for a GPS reading

Methodology

Digital roadmap data

Site selection formis-classification

accuracy

Gather gold Standard value(e.g., site field

Survey,Aerial images)

Statisticalanalysis

Visualizationtool

Assessmis-

classificationaccuracy

Positional Accuracy

Lateral accuracy Definition: Perpendicular (RMS) distance from GPS reading to

center line of road in road map. Longitudinal accuracy

Definition: horizontal distance from GPS reading to corresponding Geodetic point.

Comment: Lateral error is more important when closest road is parallelLongitudinal error is important for other case

Positional Accuracy Measures

Point-based: Input – pairs of corresponding points on road map and gold

standard Output – RMS (distance between pairs) Comment – scalability to large road networks; - need to stop GPS vehicles at geodetic points - expensive and dangerous

Line-string based: Lateral error – RMS (shortest distance of GPS reading to center line

of corresponding roads)

Methodology

Digital road map data

Site selection 1

Gather GPS track by

driving vehicle

Subsets ofroad maps

GPSlogs

Assesspositionalaccuracy

Statisticalanalysis

Visualizationtools

Overlay of road mapand gold standard

Attribute Accuracy & Completeness

Interesting Attributes: Economic attributes - administration zone(s), congestion

zones Route attribute - name, type, time restrictions Route segment - direction, type (e.g. bridge), restrictions Routing attributes - intersections, turn restrictions

Definition of Attribute Accuracy: Pr[Value of an attribute for given road segment is correct]

Definition of Completeness: Pr[a road’s segment is in digital map] Pr[attribute value is not defined for a road segment]

Scope: Small sample

Methodology

Digital roadmap data

Site selection forAttribute accuracy

Site selection for completeness

Gather Gold Standard values(e.g., site field

Survey,aerial image)

Assessattributeaccuracy

andcompleteness

StatisticalAnd

visualization

Core Activities

1. Acquire digital road maps2. Select test sites3. Gather gold standard data for test site

GPS tracks, Surveys, etc.

4. Complete subsets of road maps for test sites5. Compute accuracy measures6. Statistical analysis7. Visualization

Progress

Acquire digital road maps Obtain Basemap (1997, 1999) from Mn/DOT Purchasing two counties (Hennepin and St. Louis) from

Etak/Tele Atlas Gather gold standard data for test site

Acquired a sample GPS track from field survey Visualization

Develop Java based map access software Read digital map sources and GPS data Display overlay of these two sources Visualize error

Map Acquisition

Etak/Tele Atlas map for Twin Cities (7 county metropolitan area)

Example Test Site Blue line =

Highway 7

Red Square = area of interest in next few slides

Western suburbs south of lake Minnetonka

JRG GPS tracks Vs. Roadmap

GPS Track for Hwy 7 West Bound GPS Track for Hwy 7 East Bound

Trimble GPS tracks Vs. Roadmap

GPS Track for Hwy 7 West Bound GPS Track for Hwy 7 East Bound

Comparing GPS tracks

GPS Tracks for Hwy 7 West Bound GPS Tracks for Hwy 7 East Bound

Outline

Motivation Background

Accuracy of Spatial Database Related Work

Map accuracy standards Accuracy Assessment Methodologies

Our Approach Framework Preliminary results

Challenges

Other Challenges

1. Center-line representation of roads

2. Two-dimensional maps

Multi-level roads Altitude issues

3. Map matching

Challenge Due to Road Representation

Center-line is a common representation of roads Closest center-line used to map

GPS reading to a road in the road-map This may be wrong even for perfect roadmap, perfect GPS

Two Dimensional Maps

Road Separation

MapSeparation

Map Matching

GPS subsystem GIS subsystem Requirement

High-accuracy GPS Low-accuracy map Map-matching

Mid-accuracy GPS High-accuracy map Map-matching

High-accuracy GPS High-accuracy map No map-matching

Mid-accuracy GPS Low-accuracy map Excellent map-matching

Integration of GPS/GIS:

Mid-accuracy GPS receivers have an accuracy of 1 ~ 2 meters @ 1 RMS GPS subsystem might include dead-reckoning sensors