Eastern Avenue over Kenilworth Ave
Map
Coordinates:
+38.91228, -76.9341438°54'44" N, 76°56'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Eastern Avenue over Kenilworth Ave |
Structure number: | 0045 |
Location: | Eastern over Kenilworth |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 42.3 ft. [12.9 m] |
Total length: | 89.6 ft. [27.3 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 180.1 ft. [54.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Year reconstructed: | 2010 |
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 continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,900 [as of 2007] |
Truck traffic: | 2% 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: | 77.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Very Good | Good | 21900 | 77.0 |
May 2015 | Good | Good | Very Good | Good | 21900 | 77.0 |
March 2013 | Good | Good | Very Good | Good | 21900 | 75.0 |
March 2011 | Good | Good | Good | Good | 21900 | 75.0 |
February 2009 | Poor | Poor | Poor | Fair | 21900 | 45.0 |
February 2007 | Poor | Fair | Poor | Fair | 26300 | 47.0 |
January 2005 | Poor | Fair | Poor | Fair | 26300 | 47.0 |
October 2002 | Poor | Fair | Poor | Fair | 26300 | 47.0 |
June 2001 | Fair | Fair | Fair | Fair | 26300 | 60.0 |
June 1999 | Fair | Satisfactory | Fair | Fair | 26300 | 61.0 |
February 1997 | Poor | Satisfactory | Poor | Fair | 26300 | 48.0 |
March 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 26300 | 72.0 |
March 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 26300 | 72.0 |
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. | 3,060 | 3,060 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 195,978 | 195,978 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,036 | 15,033 | 0 | 3 | 0 |
Wearing Surfaces | sq. ft. | 6,534 | 6,472 | 15 | 47 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 15 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 360 | 349 | 11 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 3,960 | 3,960 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 90 | 0 | 90 | 0 | 0 |
Pourable Joint | linear ft. | 360 | 360 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 102 | 102 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 200 | 144 | 56 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 600 | 600 | 0 | 0 | 0 |