The main structural portions of the arch section of the bridge are made of steel. The arch ribs are hollow steel boxes riveted together. These, and the steel floor beams and stringers which support the deck, are encased in a 1-1/2 inch coating of sprayed concrete, called Gunite.
The columns and hangers supporting the deck from the arch ribs are steel sections. The Xshaped cross bracing between the arches are steel trusses. Both of these are encased in solid concrete. The lower arch ribs are connected to appear as a solid spandrel.
Information from ODOT Website
http://www.oregon.gov/ODOT/HWY/REGION1
Dimensions
Length of largest span: 360.0 ft.
Total length: 745.0 ft.
Deck width: 19.0 ft.
Vertical clearance above deck: 14.0 ft.
Also called
Willamette River Bridge
Approximate latitude, longitude
+45.21322, -122.36344 (decimal degrees) 45°12'48" N, 122°21'48" W (degrees°minutes'seconds")
Approximate UTM coordinates
10/549984/5006834 (zone/easting/northing)
USGS topographic map
Elwood
Inventory number
BH 29898 (Bridgehunter.com ID)
Inspection (as of 01/2008)
Deck condition rating: Poor(4 out of 9) Superstructure condition rating: Poor(4 out of 9) Substructure condition rating: Fair(5 out of 9) Appraisal: Structurally deficient
Sufficiency rating: 7.5 (out of 100)
Average daily traffic (as of 2006)
14,200
Categories
Update Log
April 20, 2009: Posted HAER photos
February 19, 2009: Updated by Michael Goff
August 20, 2008: Updated by Michael Goff
July 28, 2008: Updated by Michael Goff
June 9, 2008: New photos from Michael Goff
Sources
Michael Goff - michael [dot] goff [at] odot [dot] state [dot] or [dot] us