KENILWORTH AVE SB over EAST CAPITOL ST & RA
Map
Coordinates:
+38.88993, -76.9606138°53'24" N, 76°57'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KENILWORTH AVE SB over EAST CAPITOL ST & RA |
Structure number: | 0084 |
Location: | ANACOSTIA FWY OVER E CAP |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 159.1 ft. [48.5 m] |
Total length: | 463.9 ft. [141.4 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 59° |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Year reconstructed: | 1997 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 42,100 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $4,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Satisfactory | 42100 | 98.0 |
October 2015 | Fair | Good | Good | Satisfactory | 42100 | 96.0 |
October 2013 | Fair | Good | Satisfactory | Satisfactory | 42100 | 96.0 |
August 2012 | Fair | Good | Satisfactory | Satisfactory | 42100 | 96.0 |
August 2011 | Fair | Good | Satisfactory | Satisfactory | 42100 | 86.5 |
August 2009 | Fair | Good | Satisfactory | Satisfactory | 42100 | 86.5 |
June 2007 | Good | Good | Good | Good | 55000 | 86.5 |
March 2005 | Good | Good | Very Good | Good | 55000 | 86.5 |
April 2003 | Good | Good | Very Good | Good | 55000 | 86.5 |
March 2001 | Good | Very Good | Very Good | Very Good | 55000 | 86.5 |
February 1999 | Good | Excellent | Very Good | Very Good | 55000 | 81.5 |
February 1997 | Poor | Serious | Poor | Poor | 55000 | 45.0 |
May 1994 | Poor | Serious | Poor | Fair | 55000 | 45.0 |
January 1992 | Poor | Serious | Poor | Fair | 55000 | 45.0 |
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. | 3,248 | 2,998 | 250 | 0 | 0 |
Steel Protective Coating | sq. ft. | 38,976 | 38,480 | 0 | 216 | 280 |
Deck |
Reinforced Concrete Deck | sq. ft. | 24,592 | 24,576 | 16 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 7 | 6 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 2,352 | 2,346 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 196 | 141 | 53 | 2 | 0 |
Concrete Protective Coating | sq. ft. | 3,528 | 3,528 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 196 | 0 | 24 | 172 | 0 |
Bearings |
Elastomeric Bearing | each | 38 | 38 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21 | 20 | 0 | 0 | 1 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 928 | 920 | 7 | 1 | 0 |