Share:

22ND STREET, N.W. over K STREET, N.W.

Washington, District of Columbia

Map

Coordinates:
+38.90259, -77.04874
38°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

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1076622