| dc.contributor.author | T. Ojio | |
| dc.contributor.author | C. H. Carey | |
| dc.contributor.author | E. J. OBrien | |
| dc.contributor.author | C. Doherty | |
| dc.contributor.author | S. E. Taylor | |
| dc.date.accessioned | 2017-12-30T13:03:27Z | |
| dc.date.available | 2017-12-30T13:03:27Z | |
| dc.date.issued | 2016 | |
| dc.identifier.other | %28ASCE%29BE.1943-5592.0000776.pdf | |
| dc.identifier.uri | http://138.201.223.254:8080/yetl1/handle/yetl/4245127 | |
| dc.description.abstract | Bridge weigh-in-motion (WIM) uses existing bridges to find the weights of vehicles that pass overhead. Contactless bridge weigh-in-motion (cBWIM) uses bridges to weigh vehicles without the need for any sensors to be attached to the bridge. A camera is mounted on the back of a telescope, which magnifies the image to the extent that submillimeter bridge deflections can be measured accurately. A second camera is used to monitor traffic and to determine axle spacings. The two cameras are synchronized using light-emitting diodes (LEDs) activated by an interval timer. The exact position of the test vehicle relative to the bridge influence line is determined by optimization at a postprocessing stage. The new WIM concept was tested on a bridge in the United Kingdom. In a modest test sample of eight statically weighed vehicles, cBWIM was shown to be a feasible alternative to other forms of WIM. Accuracy of gross weight is already reasonably good; accuracy of groups and individual axles will require greater magnification or additional cameras. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Contactless Bridge Weigh-in-Motion | |
| dc.type | Journal Paper | |
| dc.journal.volume | 21 | |
| dc.journal.issue | 7 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)BE.1943-5592.0000776 | |
| dc.page | 04016032 | |
| dc.tree | Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 007 | |
| dc.contenttype | Fulltext | |