S.DAKOTA AVENUE over CSX RAILROAD
Map
Coordinates:
+38.92684, -76.9691138°55'37" N, 76°58'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S.DAKOTA AVENUE over CSX RAILROAD |
Structure number: | 0544 |
Location: | S. DAKOTA AVENUE OVER RR |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 144.0 ft. [43.9 m] |
Roadway width between curbs: | 65.9 ft. [20.1 m] |
Deck width edge-to-edge: | 82.4 ft. [25.1 m] |
Vertical clearance below bridge: | 26.2 ft. [8.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Year reconstructed: | 2008 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30,300 [as of 2007] |
Truck traffic: | 3% 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 75.5 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,150,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Very Good | Good | 30300 | 75.5 |
January 2015 | Good | Very Good | Very Good | Good | 30300 | 73.3 |
January 2013 | Good | Very Good | Very Good | Good | 30300 | 73.3 |
August 2010 | Good | Good | Good | Good | 30300 | 73.3 |
June 2008 | Fair | Satisfactory | Fair | Fair | 30300 | 58.2 |
June 2006 | Fair | Satisfactory | Fair | Fair | 25900 | 59.2 |
November 2003 | Fair | Satisfactory | Fair | Fair | 25900 | 59.2 |
June 2001 | Fair | Satisfactory | Fair | Fair | 25900 | 59.2 |
December 1998 | Fair | Good | Fair | Fair | 25900 | 57.2 |
June 1996 | Fair | Good | Fair | Fair | 25900 | 57.2 |
March 1996 | Fair | Good | Satisfactory | Fair | 25900 | 59.8 |
April 1993 | Fair | Good | Satisfactory | Fair | 25900 | 59.8 |
October 1990 | Fair | Good | Satisfactory | Fair | 25900 | 59.8 |
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. | 1,620 | 1,620 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24,024 | 24,024 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,880 | 11,630 | 30 | 220 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 169 | 169 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 366 | 0 | 352 | 6 | 8 |
Bearings |
Elastomeric Bearing | each | 23 | 23 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 23 | 23 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 288 | 288 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,015 | 1,015 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 288 | 288 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 288 | 288 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1 | 1 | 0 | 0 | 0 |