22ND STREET, N.W. over K STREET, N.W.
Map
Coordinates:
+38.90259, -77.0487438°54'09" N, 77°02'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 22ND STREET, N.W. over K STREET, N.W. |
Structure number: | 0102(22ND ST) |
Location: | 22ND ST OVER K ST NW |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 65.9 ft. [20.1 m] |
Deck width edge-to-edge: | 107.0 ft. [32.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,100 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $3,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Satisfactory | 14100 | 96.0 |
November 2015 | Fair | Good | Good | Satisfactory | 7100 | 91.0 |
October 2013 | Fair | Good | Good | Satisfactory | 7100 | 87.0 |
October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 7100 | 87.0 |
September 2009 | Fair | Good | Satisfactory | Good | 7100 | 87.0 |
September 2007 | Fair | Good | Satisfactory | Good | 7100 | 84.0 |
March 2005 | Fair | Good | Satisfactory | Good | 7100 | 84.0 |
April 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 7100 | 84.0 |
April 2001 | Fair | Satisfactory | Good | Good | 7100 | 84.0 |
August 1999 | Fair | Satisfactory | Good | Good | 7100 | 84.0 |
September 1997 | Fair | Satisfactory | Good | Good | 7100 | 74.0 |
September 1995 | Fair | Satisfactory | Good | Good | 7100 | 74.0 |
March 1993 | Fair | Satisfactory | Satisfactory | Good | 7100 | 79.0 |
September 1990 | Fair | Satisfactory | Satisfactory | Good | 7100 | 79.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,061 | 1,055 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8,884 | 8,876 | 8 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,062 | 7,027 | 24 | 11 | 0 |
Wearing Surfaces | sq. ft. | 4,163 | 4,163 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 215 | 147 | 30 | 38 | 0 |
Joints |
Compression Joint | linear ft. | 108 | 0 | 0 | 101 | 7 |
Assembly with Seal | each | 108 | 104 | 0 | 4 | 0 |
Bearings |
Movable Bearing | each | 17 | 0 | 0 | 0 | 17 |
Steel Protective Coating | sq. ft. | 147 | 146 | 0 | 0 | 1 |
Fixed Bearing | each | 17 | 0 | 17 | 0 | 0 |
Steel Protective Coating | sq. ft. | 139 | 139 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 132 | 132 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 132 | 132 | 0 | 0 | 0 |