3DOBS is an easily deployable bridge evaluation system (Figure 1) used for rapidly assessing surface condition indicators such as the area, volume, and location of deck spalls and scaling. The original version of the system consists of a vehicle-mounted digital SLR camera, such as a Nikon 5000, that takes frequent, regularly-spaced pictures as the vehicle drives across the bridge. A newer version is under development to use advanced high frame rate cameras so that bridge condition data can be collected at near highway speeds. Overlapping digital imagery enables creation of very high-resolution 3-D models of the bridge deck surface. To assess one standard 12-foot (3.7m) lane width per collected pass, the cameras have been set at a height of 9 feet (2.7m) above the bridge deck.
Photographs collected in the field (Figure 2) are processed with close-range photogrammetry software, into a high-resolution 3-D model of a lane. A Digital Elevation Model (DEM) is then created after adding reference points and setting up a coordinate system. A merged DEM for the entire bridge is created using GIS software.
Figure 4: Automatically mapping spalls on bridges using 3DOBS data.
Figure 4 is an example of automatically mapping spalls for a bridge using 3DOBS data: the red areas indicated spall locations on the bridge, which total 6.99% of the bridge area. This provides a critical indicator on the condition of the bridge surface using a low-cost system. These data can be integrated into existing and new transportation Decision Support Systems (DSS).
Figure 6: An individual bridge spall shown in a hillshade DEM, from a high-res photo taken with 3DOBS, and as analyzed in the spall detection algorithm at 4 different focal statistics settings.
3DOBS is available for immediate deployment by transportation agencies to assess the surface conditions of their bridges, in collaboration with MTRI. 3DOBS is a low-cost system for 3-D data collection compared to alternatives such as LiDAR.
Colin Brooks
Senior Research Scientist
734.913.6858
cnbrooks@mtu.edu
Richard Dobson
Asst Research Scientist
(734) 913-6872
rjdobson@mtu.edu
Figure 1: 3DOBS deployed for data collection from the back of a moving truck
Figure 2: Overlapping photos from 3DOBS used for 3-D bridge surface model creation
Figure 3: The merged, composite photograph showing a bridge’s textured surface, a 3-D model of the surface, & the resulting high-resolution DEM, all created from 3DOBS data.
Figure 5: The 3D Optical Bridge Deck-evaluation System includes the automated calculation of bridge surface condition information.
Figure 7: An analysis of an individual spall using 3DOBS data: it’s 350 cm2 in size and 299 cm3 in volume; these data are available for all spalls across an analyzed bridge deck.
Figure 8: The 3DOBS output algorithms can be tuned to enable calculations of different minimum sizes of spalls depending on the needs of individual transportation agencies; this example shows the different sizes of spalls that can be detected using a 10cm2, 100 cm2, and 1000 cm2 minimum mapping area.