FOX ISLD BR RD FI over HALE PASSAGE
Map
Coordinates:
+47.27993, -122.6477247°16'48" N, 122°38'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FOX ISLD BR RD FI over HALE PASSAGE |
Structure number: | 083461000000000 |
Location: | 0.1 S WARREN DR NW |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 1950.2 ft. [594.4 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Vertical clearance below bridge: | 29.5 ft. [9.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1954 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 20 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 6,725 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 7.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $127,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Poor | Fair | Fair | Poor | 6725 | 7.6 |
April 2015 | Poor | Fair | Fair | Poor | 6840 | 7.3 |
April 2013 | Poor | Fair | Fair | Poor | 6400 | 7.3 |
June 2011 | Fair | Fair | Satisfactory | Satisfactory | 6400 | 32.3 |
April 2009 | Fair | Satisfactory | Good | Satisfactory | 6675 | 33.3 |
August 2007 | Fair | Satisfactory | Good | Satisfactory | 6000 | 33.3 |
May 2005 | Fair | Satisfactory | Good | Satisfactory | 6000 | 33.3 |
September 2003 | Fair | Satisfactory | Good | Satisfactory | 6000 | 33.3 |
July 2001 | Fair | Satisfactory | Good | Satisfactory | 6000 | 33.3 |
April 1999 | Good | Good | Good | Good | 5900 | 33.3 |
July 1997 | Fair | Satisfactory | Good | Good | 5900 | 33.3 |
June 1994 | Fair | Satisfactory | Good | Good | 5179 | 44.5 |
April 1992 | Good | Very Good | Good | Good | 4534 | 44.5 |