Project activity by topic

Decide how to do traffic and vehicle simulations

_images/ADS_overview_diagram.png _images/CARLA_day.png _images/SUMODemo.png _images/CoSim.png

Mapping

About the Mapping Van

_images/MappingVanAtBeaver.png

Choice of Coordinate Systems for Wide Areas

  • Mapping_CoordinateSystems_WideAreas: Discussion of coordinate systems and the errors each can introduce when mapping large areas (cloned from IVSG on 2023 04 03).The coordinate system conversions through simulation work are as below.

_images/Coordinat_System_Conversion.png

Hardware installation

_images/MappingVanCADDrawing.png _images/labelledSensorsCADDrawing.png

Power System

Time Synchonization

Sensors - Cameras

Sensors - LIDAR

Sensors - Wheel Encoders

Sensors - Radar

Sensors - GPS

Sensors - IMU

Sensors - Steering System

Data Parsing

The data flow of the simulation is below

_images/PennDOT_Simulation_Workflow_V2.drawio.png

For zoomed-in view, please see: https://github.com/PAWorkzoneAutomation/PAWorkzoneAutomation.github.io/blob/main/Images/PennDOT_Simulation_Workflow_V2.drawio.png

Simulating construction scenarios

_images/simulateFlowOnTrack.png
  • The following tables show the three roadway situations for the simulation: urban, artirial and highway, including the location we picked in State College and the corresponding data link.

Situation 1 Summary

Situations

Urban

City

PA, State College

Location Description

BEAVER AV

Between Sparks St and Gill St

Site Number

1134

Data Time

Nov 16, 2016

Peak Time

8AM

Peak Volume (Vehicles/h)

696

Off-peak Time

1PM

Off-peak Volume (Vehicles/h)

368

Link to Real Traffic Data

https://gis.penndot.gov/tire/tms-sites/1134/report

Situation 2 Summary

Situations

Arterial

City

PA, State College

Location Description

COLLEGE AV

0.65 MILE NORTHEAST OF SR-3022

Site Number

1136

Data Time

Nov 16, 2016

Peak Time

5PM

Peak Volume (Vehicles/h)

2374

Off-peak Time

9AM

Off-peak Volume (Vehicles/h)

1212

Link to Real Traffic Data

https://gis.penndot.gov/tire/tms-sites/1136/report

Situation 3 Summary

Situations

Highway

City

PA, State College

Location Description

I-99

1.35 Mile North of Exit 71

Site Number

1180

Data Time

Dec 05, 2017

Peak Time

4PM

Peak Volume (Vehicles/h)

4046

Off-peak Time

9AM

Off-peak Volume (Vehicles/h)

2321

Link to Real Traffic Data

https://gis.penndot.gov/tire/tms-sites/1180/report

  • The following table shows the summary about whether the considered three roadway situations could be applied to each of the proposed 20 scenarios.

20 Scenarios - 3 Situations Sumamry

Scenario

Scenario Summary

Urban

Arterial

Highway

Uploaded to DMS

0

ANALYSIS OF VARIANCE

Y

Y

Y

Urban peak volume

Urban off-peak volume

Arterial peak volume

Arterial off-peak volume

1.1

WORK ON OR BEYOND SHOULDER
SINGLE LANE APPROACH

SHOULDER WORK

Y

Y

Y

Urban peak volume

1.2

ROAD CLOSURE WITH DETOUR

STANDARD ORANGE DETOUR SIGN

Y

Y

Y

1.3

WORK ON SINGLE LANE APPROACH
SELF-REGULATING LANE SHIFT

INTO OPPOSING LANE

N

N

Y

1.4

WORK ON SINGLE LANE APPROACH
SELF-REGULATING LANE SHIFT

INTO CENTER LEFT-TURN LANE

N

N

Y

1.5

WORK ON A SINGLE-LANE APPROACH

WORK IN CENTER LEFT-TURN LANE

Y

Y

N

1.6

WORK ON MULTI-LANE APPROACH

WORK IN RIGHT LANE UNDIVIDED HIGHWAY

N

N

Y

2.1

ROAD CLOSURE WITH DETOUR

DETOUR OF A NUMBERED TRAFFIC ROUTE

Y

Y

Y

2.2

WORK ON A SINGLE-LANE APPROACH

SELF-REGULATING STOP-CONTROL

Y

Y

Y

2.3

LANE SHIFT TO TEMPORARY ROADWAY

Y

Y

Y

2.4

WORK ON SINGLE-LANE APPROACH

TRAILOR-MOUNTED SIGNALS

Y

Y

Y

3.1

WORK ON SINGLE-LANE APPROACH

MOVING LANE CLOSURE

Y

Y

Y

4.1a

WORK ON 2-LANE APPROACH

WORK IN RIGHT LANE

Y

Y

Y

4.1b

WORK ON 2-LANE APPROACH

WORK IN RIGHT LANE

N

N

Y

4.2

WORK NEAR INTERCHANGE RAMPS

WORK IN RIGHT LANE NEAR EXIT RAMP

N

N

Y

4.3

WORK NEAR INTERCHANGE RAMPS

WORK IN ENTRANCE RAMP, STOP CONTROL

N

N

Y

5.1a

WORK ON 2-LANE APPROACH

WORK IN RIGHT LANE (MOBILE)

Y

Y

Y

5.1b

WORK ON 2-LANE APPROACH

WORK IN RIGHT LANE (MOBILE) (TURNPIKE)

N

N

Y

5.2

WORK ON 3-LANE APPROACH

WORK IN LEFT LANE (MOBILE)

Y

Y

Y

6.1

WORK ON 2-LANE APPROACH

LONG TERM SHOULDER USE

Y

Y

Y

Simulation post processing

  • FeatureExtraction_Association_PointToPointAssociation: Functions are provided to determine matches between data sets of (X,Y) points, store and compare groups of associated points (patch objects), and determine intersections between patch objects and circular arcs (useful for collision detection).

_images/fcn_Points_fillPointSampleSets_Ex3.jpg
_images/TTC.png

Time to collision

_images/lanechange.gif

Demo of vehicle doing a lane change

GPS and CORS Calibration

_images/BaseStateionsLocation.png

Data Processing

Processing GPS Data

Maps and scenarios

_images/plotWorkZone.png

Data collection for on-track tests

_images/workflowOfDataCollection.png

Data Management System (DMS)

_images/DataStructureInDMS.png

The data tags definition is below:

Stage - either “Simulation”,”TestTrack”,”OnRoad”

ScenarioNumber - the ID number for the Scenario

ScenarioShortName - the “short” name for the Scenario

Treatments - These are 3 subfields, for HD maps, Comms, Coatings - each for “with” and “without”

DataSource - either “AV” or “MappingVan” or “Roadside”

Per-treatment data - “MergedMap” or “ProcessedMetrics” or “CARLAScenario” or “Codes”

Aggregated mapping data - “Precalibration”, “Prerun”, “Postrun”, “Postcalibration”

Individual run data - the run number, e.g. pass number 1 of the AV

To be added:

  • About the DMS

  • Accessing the DMS from the public

  • Accessing the DMS from the team

  • Process for data upload/download

Automonous Vehicle testing

To be added:

  • About the AV

  • the AV equipment

  • the AV setup

  • the AV testing

  • the AV sample data

  • the AV results

Coatings

To be added:

  • About coatings

  • Coating details used in the project

  • Calibration of the coatings

  • Coating tests

  • Coating results

CV2X

To be added:

  • About CV2X

  • CV2X equipment

  • CV2X setup

  • CV2X testing

  • CV2X sample data

  • CV2X results

Work Zone Instrumentation

  • About Work Zone Instrumentation

  • Work Zone Instrumentation equipment

  • Work Zone Instrumentation setup

  • Work Zone Instrumentation testing

  • Work Zone Instrumentation sample data

  • Work Zone Instrumentation results