Independence Ave. over PEDESTRIAN WALK
Map
Coordinates:
+38.90456, -76.9717838°54'16" N, 76°58'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Independence Ave. over PEDESTRIAN WALK |
Structure number: | 0041-2 |
Location: | Ind. Ave. over Ped. Walk |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 66.6 ft. [20.3 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,300 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 64.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Fair | Satisfactory | 21300 | 64.8 |
June 2016 | Fair | Good | Fair | Satisfactory | 21300 | 64.8 |
May 2014 | Fair | Good | Fair | Satisfactory | 21300 | 64.8 |
July 2012 | Fair | Good | Satisfactory | Excellent | 21300 | 74.3 |
July 2010 | Fair | Good | Fair | Satisfactory | 21300 | 62.7 |
August 2008 | Fair | Good | Fair | Satisfactory | 21300 | 62.7 |
August 2006 | Good | Very Good | Good | Good | 21300 | 74.3 |
August 2004 | Good | Good | Good | Very Good | 21300 | 74.3 |
September 2002 | Good | Good | Good | Very Good | 21300 | 74.3 |
December 2000 | Good | Very Good | Good | Very Good | 21300 | 74.3 |
June 1998 | Fair | Very Good | Satisfactory | Very Good | 21300 | 72.3 |
October 1996 | Fair | Very Good | Satisfactory | Very Good | 21300 | 72.3 |
March 1993 | Good | Excellent | Excellent | Very Good | 21300 | 72.8 |
March 1990 | Poor | Poor | Poor | Fair | 21300 | 37.4 |
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. | 319 | 272 | 24 | 23 | 0 |
Steel Protective Coating | sq. ft. | 1,570 | 1,502 | 0 | 34 | 34 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,195 | 1,916 | 0 | 279 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 130 | 56 | 18 | 56 | 0 |
Concrete Protective Coating | sq. ft. | 2,046 | 2,046 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 130 | 95 | 0 | 31 | 4 |
Bearings |
Elastomeric Bearing | each | 22 | 17 | 4 | 1 | 0 |
Steel Protective Coating | sq. ft. | 12 | 8 | 0 | 0 | 4 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 128 | 117 | 9 | 2 | 0 |
Steel Protective Coating | sq. ft. | 400 | 394 | 0 | 3 | 3 |
Reinforced Concrete Bridge Rail | linear ft. | 64 | 58 | 6 | 0 | 0 |