IP Library Granted Patent US 9,437,053
Granted Patent B2
US 9,437,053 · App. 14/589,616 · Granted Sep 6, 2016

Determining portions of a roadway model requiring updating

Inventors: Alastair Nigel Jenkins (Etobicoke, CA); Richard James Pollock (Aurora, CA)
Assignee: Geodigital International Inc.
G07C5/008G09B29/106
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Quick Facts
Patent No.
US 9,437,053
App. No.
14/589,616
Granted
Sep 6, 2016
Kind
B2
Abstract

A computer-implemented method for determining which portions of a roadway model used by self-driving road vehicles require updating uses discrepancy data derived from the sensors of a plurality of self-driving road vehicles. The discrepancy data may indicate discrepancies between the sensor data and the roadway model, or may indicate portions of the roadway where a self-driving road vehicle underperformed. The discrepancy data is aggregated, and the aggregated discrepancy data is used to identify, as the portions of the roadway model which require updating, those portions of the roadway model corresponding to portions of the roadway for which the aggregated discrepancy data exceeds a threshold.

Claims (29)

1. A computer-implemented method for determining which portions of a roadway model representing a real-world roadway require updating, the method comprising:

maintaining a roadway model of the real-world roadway, the roadway model being sufficient to enable autonomous driverless operation of a self-driving road vehicle;

receiving, from a plurality of self-driving road vehicles on the roadway, discrepancy data for known positions on the roadway;

aggregating the discrepancy data into aggregated discrepancy data, wherein the aggregated discrepancy data comprises, for at least some portions of the roadway, discrepancy data from a plurality of individual self-driving road vehicles;

using the aggregated discrepancy data to identify, as the portions of the roadway model which require updating, those portions of the roadway model corresponding to portions of the roadway for which the aggregated discrepancy data exceeds a threshold; and

responsive to identifying the portions of the roadway model which require updating, doing at least one of:

dispatching one or more survey vehicles to the portions of the roadway for which the aggregated discrepancy data exceeds the threshold; and

modifying an existing plan for updating the roadway model to include the portions of the roadway for which the aggregated discrepancy data exceeds the threshold.

2. The method of claim 1 , wherein the discrepancy data identifies positions on the roadway where the self-driving road vehicles experienced underperformance.

3. The method of claim 1 , wherein the discrepancy data represents discrepancies, at known positions on the roadway, between information in the roadway model and sensor data from at least one sensor carried by each self-driving road vehicle.

4. The method of claim 3 , wherein the sensor data includes at least one of image data, radar data, LIDAR data, GNSS data, INS data, IMU data, accelerometer data, inclinometer data, vibration sensor data, compass data, magnetometer data, color sensor data, weather sensor data and sound data.

5. The method of claim 1 , wherein the threshold is a predetermined, fixed threshold.

6. The method of claim 1 , wherein the threshold is an adaptive threshold.

7. The method of claim 1 , wherein the threshold is generated by applying a statistical model to the discrepancy data.

8. A computer-implemented method for determining which portions of a roadway model representing a real-world roadway require updating, the method comprising:

maintaining a roadway model of the real-world roadway, the roadway model being sufficient to enable autonomous driverless operation of a self-driving road vehicle;

receiving, from a plurality of self-driving road vehicles on the roadway, from at least one sensor carried by each self-driving road vehicle, sensor data associated with known positions on the roadway, the sensor data representing at least one feature of the roadway corresponding to a model feature in the roadway model;

using the sensor data to determine discrepancy data;

aggregating the discrepancy data into aggregated discrepancy data, wherein the aggregated discrepancy data comprises, for at least some portions of the roadway, discrepancy data from a plurality of individual self-driving road vehicles;

using the aggregated discrepancy data to identify, as the portions of the roadway model which require updating, those portions of the roadway model corresponding to portions of the roadway for which the aggregated discrepancy data exceeds a threshold; and

responsive to identifying the portions of the roadway model which require updating, doing at least one of:

dispatching one or more survey vehicles to the portions of the roadway for which the aggregated discrepancy data exceeds the threshold; and

modifying an existing plan for updating the roadway model to include the portions of the roadway for which the aggregated discrepancy data exceeds the threshold.

9. The method of claim 8 , wherein the discrepancy data identifies positions on the roadway where the self-driving road vehicles experienced underperformance.

10. The method of claim 8 , wherein the discrepancy data represents discrepancies, at known positions on the roadway, between information in the roadway model and sensor data from the at least one sensor carried by each self-driving road vehicle.

11. The method of claim 8 , wherein the sensor data includes at least one of image data, radar data, LIDAR data, GNSS data, INS data, IMU data, accelerometer data, inclinometer data, vibration sensor data, compass data, magnetometer data, color sensor data, weather sensor data and sound data.

12. The method of claim 8 , wherein the threshold is a predetermined, fixed threshold.

13. The method of claim 8 , wherein the threshold is an adaptive threshold.

14. The method of claim 8 , wherein the threshold is generated by applying a statistical model to the discrepancy data.

Assignments (6)
CHANGE OF NAME Recorded Apr 18, 2024
From: USHR INC.
To: DYNAMIC MAP PLATFORM NORTH AMERICA, INC.
Reel/Frame 067166/0386 →
RELEASE OF SECURITY INTEREST Recorded Apr 30, 2019
From: COMERICA BANK
To: USHR INC.
Reel/Frame 049040/0393 →
CHANGE OF NAME Recorded Oct 13, 2017
From: GEODIGITAL AUTOMOTIVE, INC.
To: USHR INC.
Reel/Frame 044207/0315 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jun 13, 2017
From: GEODIGITAL INTERNATIONAL INC.
To: GEODIGITAL AUTOMOTIVE, INC.
Reel/Frame 042693/0050 →
SECURITY INTEREST Recorded May 19, 2017
From: GEODIGITAL AUTOMOTIVE, INC.
To: COMERICA BANK
Reel/Frame 042439/0579 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jan 5, 2015
From: JENKINS, ALASTAIR NIGEL; POLLOCK, RICHARD JAMES
To: GEODIGITAL INTERNATIONAL INC.
Reel/Frame 034636/0046 →
Continuity (2)
Provisional Application 61923923 · Jan 6, 2014
Related Publication 20150193988A1 · Jul 9, 2015