High speed stereoscopic pavement surface scanning system and method
There is disclosed a mobile pavement surface scanning system and method. In an embodiment, the system comprises one or more light sources mounted on the platform for illuminating a pavement surface, one or more stereoscopic image capturing devices mounted on the platform that capture sequential images of the illuminated pavement surface and a movement sensor that encodes movement of the platform and provides a synchronization signal for time or distance synchronized image capture. One or more processors synchronize the images captured by the image capturing devices and stamps the images with one or more of time and distance data, calculate 3D elevation for each point on the pavement surface using stereoscopic principles, and assesses the quality of the pavement surface to determine the level of pavement surface deterioration.
1. A mobile vehicle mounted pavement condition assessment system, comprising:
one or more light sources mounted on the mobile vehicle for illuminating a pavement;
one or more stereoscopic image capturing devices mounted on the mobile vehicle for capturing sequential images of the illuminated pavement;
a plurality of positioning sensors mounted on the mobile vehicle, the positioning sensors adapted to encode movement of the mobile vehicle and provide a synchronization signal for the sequential images captured by the one or more stereoscopic image capture devices; and
one or more processors adapted to:
synchronize the images captured by each camera in the one or more stereoscopic image capturing devices;
calculate a 3D elevation for each point on the pavement using stereoscopic principles; and
assess the condition of the pavement using the 3D elevation data.
2. The system of claim 1 , wherein the one or more light sources are light emitting diodes.
3. The system of claim 1 , wherein the one or more light sources are lasers with line generating optics.
4. The system of claim 1 , wherein the one or more stereoscopic image capturing devices comprise line scan cameras with frame grabbers.
5. The system of claim 1 , further comprising a synchronization module adapted to receive a signal from the plurality of positioning sensors, and provide a sequence of triggers to the line scan cameras for time synchronized image capturing.
6. The system of claim 1 , further comprising a Central Processing Unit adapted to compute a 3D elevation at each point on the pavement.
7. The system of claim 1 , further comprising a Graphical Processing Unit adapted to compute the 3D elevation at each point on the pavement.
8. The system of claim 1 , wherein the one or more processors is further adapted to correlate the 3D profile data with image intensity data to identify distressed regions of pavement.
9. The system of claim 1 , further comprising sunlight filters for filtering the images of the illuminated pavement.
10. The system of claim 1 , further comprising polarizing filters for filtering the images of the illuminated pavement.
11. A method for a mobile vehicle mounted pavement condition assessment system, comprising the steps of:
illuminating pavement utilizing one or more light sources mounted on the mobile vehicle;
capturing sequential images of the illuminated pavement utilizing one or more stereoscopic image capturing devices mounted on the mobile vehicle;
utilizing a plurality of positioning sensors mounted on the mobile vehicle to encode movement of the mobile vehicle, and providing a synchronization signal for the sequential images captured by the one or more stereoscopic image capture devices; and utilizing one or more processors to:
synchronize the images captured by each camera in the one or more stereoscopic image capturing devices;
calculate a 3D elevation for each point on the pavement using stereoscopic principles; and
assess the condition of the pavement using the 3D elevation data.
12. The method of claim 11 , wherein the one or more light sources are light emitting diodes.
13. The method of claim 11 , wherein the one or more light sources are lasers with line generating optics.
14. The method of claim 11 , wherein the one or more stereoscopic image capturing devices comprise line scan cameras with frame grabbers.
15. The method of claim 11 , further comprising receiving at a synchronization module a signal from the plurality of positioning sensors, and providing a sequence of triggers to the line scan cameras for time synchronized image capturing.
16. The method of claim 11 , further comprising computing a 3D elevation at each point on the pavement utilizing a Central Processing Unit.
17. The method of claim 11 , further comprising computing the 3D elevation at each point on the pavement utilizing a Graphical Processing Unit.
18. The method of claim 11 , further comprising correlating the 3D profile data with image intensity data to identify distressed regions of pavement.
19. The method of claim 11 , further comprising providing sunlight filters for filtering the images of the illuminated pavement.
20. The method of claim 11 , further comprising providing polarizing filters for filtering the images of the illuminated pavement.
21. The system of claim 1 , wherein the synchronization comprises of stamping the images with one or more of time data and distance data.
22. The system of claim 1 , wherein the system is used to determine the level of deterioration.
23. The method of claim 11 , whereby the synchronization comprises of stamping the images with one or more of time data and distance data.
24. The method of claim 11 , whereby the system is used to determine the level of deterioration.