FESSENDEN ST over BURLINGTON NORTHERN R&R
Map
Coordinates:
+45.59190, -122.7291045°35'31" N, 122°43'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FESSENDEN ST over BURLINGTON NORTHERN R&R |
Structure number: | 51T104000000000 |
Location: | FESSENDEN ST. OVER BURLIN |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 164.1 ft. [50.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Vertical clearance below bridge: | 21.3 ft. [6.5 m] |
Owner: | Railroad [27] |
Year built: | 1909 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Deck [09] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,931 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 38.9 tons [35.4 metric tons] |
Inventory rating: | 23.0 tons [20.9 metric tons] |
Sufficiency rating: | 49.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $924,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2016 | 49.7 | Poor | Poor | Poor | Satisfactory | SD | 4931 |
July 2014 | 49.7 | Poor | Poor | Poor | Satisfactory | SD | 4931 |
July 2012 | 49.7 | Poor | Poor | Poor | Satisfactory | SD | 4931 |
November 2010 | 52.1 | Poor | Poor | Poor | Satisfactory | SD | 4931 |
November 2008 | 49.5 | Poor | Poor | Poor | Satisfactory | SD | 7015 |
September 2006 | 60.0 | Poor | Poor | Poor | Satisfactory | SD | 6744 |
September 2004 | 76.3 | Poor | Poor | Fair | Satisfactory | SD | 6744 |
August 2002 | 76.3 | Poor | Poor | Fair | Satisfactory | SD | 6744 |
May 2000 | 78.3 | Fair | Fair | Fair | Fair | - | 6545 |
July 1998 | 78.3 | Fair | Fair | Fair | Fair | - | 6545 |
June 1996 | 73.3 | Poor | Poor | Fair | Fair | SD | 6545 |
July 1994 | 53.6 | Poor | Poor | Fair | Fair | SD | 6545 |
June 1992 | 61.0 | Poor | Poor | Fair | Fair | SD | 6290 |