Statistics of Freeway Traffic 1 Overview The Freeway

  • Slides: 26
Download presentation
Statistics of Freeway Traffic 1

Statistics of Freeway Traffic 1

Overview • The Freeway Performance Measurement System (Pe. MS) • Computer Lab • Visualization

Overview • The Freeway Performance Measurement System (Pe. MS) • Computer Lab • Visualization of Traffic Dynamics • Visualization and Data Quality • Travel Time Prediction • Computer Lab 2

Freeway Performance Measurement System (Pe. MS) 3

Freeway Performance Measurement System (Pe. MS) 3

Data Source: Loop Detectors Measure: Flow, Occupancy, (Velocity) The Pe. MS system receives flow

Data Source: Loop Detectors Measure: Flow, Occupancy, (Velocity) The Pe. MS system receives flow and occupancy from approximately 22, 000 loops across the state every 30 seconds: 2 GB per day. Currently store 4 TB of data 4

Uses • Managers at any time can have a uniform, and comprehensive assessment of

Uses • Managers at any time can have a uniform, and comprehensive assessment of freeway performance. • Traffic engineers can base their operational decisions on knowledge of the current state of the freeway network. • Planners can determine whether congestion bottlenecks can be alleviated by improving operations or by minor capital improvements. • Travelers can obtain the current shortest route and travel time estimates. • Researchers can validate their theories and calibrate simulation models. 5

Real-Time Maps 6

Real-Time Maps 6

Flow Profiles in Space 7

Flow Profiles in Space 7

Flow in Space and Time 8

Flow in Space and Time 8

Speed 9

Speed 9

Speed in Space and Time 10

Speed in Space and Time 10

District Summary: VMT 11

District Summary: VMT 11

12

12

13

13

Delay Analysis 14

Delay Analysis 14

Detector Health 15

Detector Health 15

16

16

Visualizing Traffic Dynamics: Speed 17

Visualizing Traffic Dynamics: Speed 17

Bottleneck Identification 18

Bottleneck Identification 18

Identifying Bad Detectors: Occupancies in Four Adjacent Lanes 19

Identifying Bad Detectors: Occupancies in Four Adjacent Lanes 19

Travel Time Prediction 20

Travel Time Prediction 20

Velocity Field Portrayed by Loops 21

Velocity Field Portrayed by Loops 21

Daily Travel Time Curves 22

Daily Travel Time Curves 22

Problem summary and notation Data available up until time t Forecast travel time T

Problem summary and notation Data available up until time t Forecast travel time T for trip departing at time t+D T*: the time the trip would take if current conditions persisted into the future 23

T versus T* 9 am D=0 3 pm D=60 There is a linear relationship

T versus T* 9 am D=0 3 pm D=60 There is a linear relationship between T and T*, but the slope and intercept depend on time of day and on D 24

Comparison of predictors: D=0 historical mean current status – T* regression 25

Comparison of predictors: D=0 historical mean current status – T* regression 25

Comparison: D = 60 current status – T* historical mean regression 26

Comparison: D = 60 current status – T* historical mean regression 26