Abstract
Haipe-Sawa bridge of The Sanriku Railway Kitariasu-Line was suffered enormous damage from the tsunami caused by the 2011 off the Pacific coast of Tohoku Earthquake. The repair of this bridge from outflowing by the tsunami, Geosynthetic-reinforced soil integral bridge (called, GRS integral bridge) was applied. The superstructure, 60m (33m +27m) length, has continuous SRC through girder to ensure the building limit of the cross road. To apply GRS integral bridge, measurement has implemented. This paper reports the results and study of the measurement at the under-construction and post-construction.
