EAST BASIN DRIVE over WASHINGTON CHANNEL
Map
Coordinates:
+38.88214, -77.0336438°52'56" N, 77°02'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EAST BASIN DRIVE over WASHINGTON CHANNEL |
Structure number: | 3400031P0000000 |
Location: | Adjacent to Structure No. |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 126.0 ft. [38.4 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 61.0 ft. [18.6 m] |
Owner: | National Park Service [66] |
Year built: | 1942 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,383 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 79.4 |
Estimated cost of work: | $450,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Satisfactory | Satisfactory | 13383 | 79.4 |
April 2015 | Fair | Good | Satisfactory | Satisfactory | 13383 | 79.4 |
April 2013 | Fair | Good | Satisfactory | Satisfactory | 13383 | 79.4 |
March 2011 | Fair | Good | Satisfactory | Satisfactory | 13383 | 79.4 |
March 2009 | Fair | Good | Satisfactory | Satisfactory | 13383 | 79.4 |
March 2007 | Fair | Good | Satisfactory | Good | 13383 | 79.4 |
April 2005 | Poor | Good | Satisfactory | Poor | 13383 | 51.3 |
January 2003 | Poor | Good | Satisfactory | Poor | 13383 | 51.3 |
December 2000 | Poor | Good | Good | Poor | 13383 | 51.3 |
October 1998 | Poor | Good | Good | Poor | 13383 | 51.3 |