A platform for research: civil engineering, architecture and urbanism
123-ft. Deep pneumatic pier supports deck trusses of Colorado River Bridge
Main piers of railroad bridge at Topock, Ariz, are composed of two 24-ft concrete cylinders tied together for upper 10 ft, with 4-ft concrete apron walls, extending 5 ft above and 5 ft below water surface; superstructure consists of three 350-ft deck truss spans over channel, 50-ft beam span and 100-ft deck girder span on east end and three 100-ft deck girder spans on west side.
123-ft. Deep pneumatic pier supports deck trusses of Colorado River Bridge
Main piers of railroad bridge at Topock, Ariz, are composed of two 24-ft concrete cylinders tied together for upper 10 ft, with 4-ft concrete apron walls, extending 5 ft above and 5 ft below water surface; superstructure consists of three 350-ft deck truss spans over channel, 50-ft beam span and 100-ft deck girder span on east end and three 100-ft deck girder spans on west side.
123-ft. Deep pneumatic pier supports deck trusses of Colorado River Bridge
Construction Methods
1945
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Rebuilding Colorado river bridge pier after collapse
Engineering Index Backfile | 1929
Deep cylinder piers support heavy steel trusses of bridge over Colorado river
Engineering Index Backfile | 1947
|Bridge pier caissons lowered from floating gantry trusses
Engineering Index Backfile | 1933
JOINT-LESS DECK FOR CONTINUOUS BRIDGE TRUSSES
British Library Conference Proceedings | 1999
|Build Smart - Construction Detail: Installing helical pier deck supports
Online Contents | 2013