NEW YORK AVENUE over WASH TERMINAL YARDS

Map

Coordinates:
+38.91028, -77.00060
38°54'37" N, 77°00'02" 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:	20.0 ft. `[6.1 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]`
Operating rating:	56.9 tons `[51.7 metric tons]`
Inventory rating:	33.9 tons `[30.8 metric tons]`
Sufficiency rating:	87.2

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

Source: National Bridge Elements dataset, 2016 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.	43,362	43,362	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
Reinforced Concrete Bridge Rail	linear ft.	1,068	1,068	0	0	0