KENILWORTH AVE NB over EAST CAPITOL ST
Map
Coordinates:
+38.89044, -76.9579838°53'26" N, 76°57'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KENILWORTH AVE NB over EAST CAPITOL ST |
Structure number: | 0038 |
Location: | KENILWORTH AVE OVER E CAP |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 55.8 ft. [17.0 m] |
Deck width edge-to-edge: | 79.7 ft. [24.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 50° |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Year reconstructed: | 1998 |
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: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 101,800 [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: | 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: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Satisfactory | 101800 | 95.0 |
October 2015 | Fair | Good | Good | Satisfactory | 101800 | 95.0 |
November 2013 | Fair | Good | Good | Satisfactory | 101800 | 95.0 |
December 2011 | Fair | Satisfactory | Satisfactory | Good | 101800 | 95.0 |
October 2009 | Fair | Satisfactory | Satisfactory | Good | 101800 | 95.0 |
September 2007 | Fair | Satisfactory | Satisfactory | Good | 110400 | 93.0 |
March 2005 | Good | Good | Very Good | Good | 110400 | 93.0 |
April 2003 | Good | Good | Very Good | Good | 110400 | 93.0 |
April 2001 | Good | Very Good | Very Good | Good | 110400 | 93.0 |
December 1998 | Good | Excellent | Very Good | Very Good | 110400 | 88.0 |
January 1997 | Fair | Fair | Fair | Satisfactory | 110400 | 60.0 |
June 1994 | Poor | Fair | Poor | Fair | 110400 | 46.0 |
February 1992 | Poor | Fair | Poor | Fair | 110400 | 46.0 |
March 1990 | Poor | Fair | Poor | Fair | 110400 | 46.0 |
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. | 1,590 | 1,440 | 150 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,500 | 9,840 | 660 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,445 | 8,425 | 20 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 117 | 115 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 265 | 216 | 21 | 28 | 0 |
Concrete Protective Coating | sq. ft. | 2,385 | 2,158 | 0 | 0 | 227 |
Reinforced Concrete Pier Cap | linear ft. | 117 | 113 | 0 | 4 | 0 |
Concrete Protective Coating | sq. ft. | 1,437 | 1,340 | 0 | 0 | 97 |
Joints |
Strip Seal Joint | linear ft. | 255 | 0 | 195 | 20 | 40 |
Bearings |
Elastomeric Bearing | each | 45 | 20 | 23 | 2 | 0 |
Steel Protective Coating | sq. ft. | 90 | 81 | 0 | 9 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 323 | 323 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,200 | 2,080 | 0 | 0 | 120 |