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 stereoscopic image capturing devices synchronised with one or more light sources mounted on the platform for illuminating a pavement surface, mounted on a mobile survey platform that provides a trigger mechanism to capture sequential image pairs of the illuminated pavement surface and a movement sensor that continuously measures the movement of the platform and a synchronization signal for time or distance synchronized image capture with accurate GPS positioning. One or more computers process the synchronized images captured stamps the images with one or more of time and distance data, GPS location and calculated 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 pavement surface scanning system, comprising:
one or more light sources for illuminating a pavement surface at a selected wavelength;
one or more stereoscopic image capturing devices for capturing sequential images of the illuminated pavement surface, the sequential images comprising intensity image pairs;
a plurality of positioning sensors adapted to encode movement of the system and provide a synchronization signal for the intensity image pairs captured by the one or more stereoscopic image capture devices; and
one or more computer processors adapted to:
synchronize the intensity image pairs captured by each camera in the one or more stereoscopic image capturing devices;
normalize the contrast of the intensity image pairs;
rectify the intensity image pairs;
calculate 3D elevation data for each point on the pavement surface using stereoscopic principles; and
combine the contrast normalized intensity image pairs with the calculated 3D elevation data to create a stereoscopic 3D image for assessing the quality of the pavement surface using the 3D elevation data to determine the level of deterioration.
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 5 , wherein the synchronization module is further adapted to provide a sequence of triggers to the one or more light sources for time synchronized illumination of the pavement surface for image capturing.
7. The system of claim 1 , wherein the one or more computer processors is further adapted to correlate the 3D elevation data with image intensity data to identify distressed regions of pavement in the stereoscopic 3D image.
8. The system of claim 7 , wherein the one or more computer processors is further adapted to color-code the identified distressed regions of pavement in different colors to indicate the level of severity.
9. The system of claim 1 , further comprising optical filters matched to the selected wavelength of the one or more light sources for filtering the images of the illuminated pavement surface.
10. The system of claim 1 , further comprising polarizing filters for filtering the images of the illuminated pavement surface.
11. A mobile pavement surface scanning method, comprising:
illuminating a pavement surface at a selected wavelength utilizing one or more light sources;
capturing sequential images of the illuminated pavement surface utilizing one or more stereoscopic image capturing devices, the sequential images comprising intensity image pairs;
utilizing a plurality of positioning sensors, encoding movement and providing a synchronization signal for the intensity image pairs captured by the one or more stereoscopic image capture devices; and
utilizing one or more computer processors to:
synchronize the intensity image pairs captured by each camera in the one or more stereoscopic image capturing devices;
normalize the contrast of the intensity image pairs;
rectify the intensity image pairs;
calculate 3D elevation data for each point on the pavement surface using stereoscopic principles; and
combine the contrast normalized intensity image pairs with the calculated 3D elevation data to create a stereoscopic 3D image for assessing the quality of the pavement surface using the 3D elevation data to determine the level of deterioration.
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 15 , further comprising adapting the synchronization module to provide a sequence of triggers to the one or more light sources for time synchronized illumination of the pavement surface for image capturing.
17. The method of claim 11 , further comprising correlating the 3D range data with image intensity data to identify distressed regions of pavement.
18. The method of claim 17 , further comprising color-coding the identified distressed regions of pavement in different colors to indicate the level of severity.
19. The method of claim 11 , further comprising providing optical filters matched to the selected wavelength of the one or more light sources for filtering the images of the illuminated pavement surface.
20. The method of claim 11 , further comprising providing polarizing filters for filtering the images of the illuminated pavement surface.