NEW YORK AVENUE over WASH TERMINAL YARDS
Map
Coordinates:
+38.90981, -77.0020538°54'35" N, 77°00'07" W
Facts
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] |
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] |
Latest Available Inspection: June 2017
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 |
Previous Inspections
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 |
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. | 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 |