EASTERN AVENUE, NE over CSX RAILROAD, N.E.
Map
Coordinates:
+38.88343, -77.0124938°53'00" N, 77°00'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EASTERN AVENUE, NE over CSX RAILROAD, N.E. |
Structure number: | 0576 |
Location: | EASTERN AVE OVER R R |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 38.7 ft. [11.8 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 7° |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 2000 |
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: | 3 |
Main spans material: | Steel [3] |
Main spans 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: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,800 [as of 2007] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | 73.2 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $3,100,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Very Good | Good | 19800 | 73.2 |
February 2015 | Good | Good | Very Good | Good | 19800 | 73.2 |
January 2015 | Good | Good | Very Good | Good | 19800 | 73.2 |
January 2013 | Good | Good | Very Good | Very Good | 19800 | 75.3 |
August 2010 | Good | Good | Good | Good | 19800 | 75.3 |
June 2008 | Good | Very Good | Very Good | Very Good | 19800 | 75.3 |
June 2006 | Good | Very Good | Very Good | Very Good | 15700 | 76.1 |
November 2003 | Good | Very Good | Very Good | Very Good | 15700 | 76.1 |
October 2000 | Good | Excellent | Very Good | Very Good | 15700 | 76.1 |
September 1998 | Poor | Poor | Fair | Satisfactory | 15700 | 59.8 |
November 1996 | Poor | Poor | Satisfactory | Satisfactory | 15700 | 60.2 |
September 1993 | Poor | Poor | Satisfactory | Satisfactory | 15700 | 60.0 |
November 1990 | Poor | Poor | Poor | Poor | 15700 | 33.1 |
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. | 922 | 922 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 7,626 | 7,626 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,362 | 6,362 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 507 | 507 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 124 | 124 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 132 | 105 | 25 | 2 | 0 |
Concrete Protective Coating | sq. ft. | 1,465 | 1,465 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 103 | 102 | 1 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,331 | 1,331 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 122 | 0 | 108 | 14 | 0 |
Pourable Joint | linear ft. | 161 | 161 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 32 | 14 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 131 | 131 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 230 | 160 | 68 | 2 | 0 |
Steel Protective Coating | sq. ft. | 871 | 870 | 1 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 230 | 228 | 0 | 2 | 0 |