C Street, N.E. over Pedestrian Walkway
Map
Coordinates:
+38.89265, -76.9728238°53'34" N, 76°58'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C Street, N.E. over Pedestrian Walkway |
Structure number: | 0041 |
Location: | RFK Stadium |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 48.9 ft. [14.9 m] |
Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 1992 |
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 [3] |
Main span 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: June 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,000 [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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 90.9 tons [82.6 metric tons] |
Inventory rating: | 53.9 tons [49.0 metric tons] |
Sufficiency rating: | 78.6 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 78.6 | Fair | Good | Good | Satisfactory | FO | 20000 |
May 2014 | 78.6 | Fair | Good | Good | Satisfactory | FO | 20000 |
June 2012 | 78.6 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 20000 |
July 2010 | 78.6 | Fair | Satisfactory | Satisfactory | Good | FO | 20000 |
August 2008 | 78.6 | Fair | Good | Satisfactory | Good | FO | 20000 |
August 2006 | 78.6 | Good | Good | Good | Good | FO | 20000 |
August 2004 | 78.6 | Good | Good | Good | Good | FO | 20000 |
September 2002 | 78.6 | Good | Good | Good | Good | FO | 20000 |
October 2000 | 78.6 | Good | Very Good | Very Good | Very Good | - | 20000 |
April 1998 | 76.6 | Good | Very Good | Very Good | Very Good | - | 20000 |
August 1996 | 76.6 | Good | Very Good | Very Good | Very Good | - | 20000 |
March 1993 | 77.1 | Good | Excellent | Excellent | Very Good | - | 20000 |
March 1990 | 44.4 | Poor | Fair | Poor | Poor | SD | 20000 |