NEW YORK AVENUE over WASH TERMINAL YARDS

Map

Coordinates:
+38.90981, -77.00205
38°54'35" N, 77°00'07" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	NEW YORK AVENUE over WASH TERMINAL YARDS
Structure number:	0534
Location:	NEW YORK AVENUE OVER RR
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	435.1 ft. `[132.6 m]`
Roadway width between curbs:	82.0 ft. `[25.0 m]`
Deck width edge-to-edge:	99.7 ft. `[30.4 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	46°
Owner:	State Highway Agency `[01]`
Year built:	1967
Year reconstructed:	2013
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:	5
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	61,400 `[as of 2007]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	87.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Good	Very Good	Good	Good	61400	87.7
December 2015	Good	Very Good	Good	Good	61400	87.2
July 2015	Good	Very Good	Good	Good	61400	87.2
December 2013	Good	Very Good	Good	Good	61400	88.2
June 2011	Poor	Poor	Fair	Poor	61400	54.4
August 2008	Poor	Fair	Fair	Poor	61400	56.8
May 2004	Fair	Fair	Good	Fair	69900	73.9
May 2001	Fair	Satisfactory	Good	Fair	69900	75.0
April 1997	Fair	Satisfactory	Good	Fair	69900	73.0
September 1993	Fair	Good	Good	Satisfactory	69900	89.6
December 1990	Fair	Good	Good	Fair	69900	77.7

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,590	2,580	5	5	0
Steel Protective Coating	sq. ft.	47,900	47,900	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	48,637	48,637	0	0	0
Wearing Surfaces	sq. ft.	37,088	37,088	0	0	0
Substructure
Reinforced Concrete Column	each	18	18	0	0	0
Reinforced Concrete Abutment	linear ft.	543	432	80	31	0
Reinforced Concrete Pier Cap	linear ft.	523	523	0	0	0
Joints
Compression Joint	linear ft.	100	0	100	0	0
Assembly with Seal	each	100	0	100	0	0
Bearings
Disk Bearing	each	75	75	0	0	0
Steel Protective Coating	sq. ft.	300	300	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,044	1,044	0	0	0
Steel Protective Coating	sq. ft.	5,150	5,150	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	1,068	1,048	20	0	0