35TH ST, N.E. over EAST CAPITOL ST
Map
Coordinates:
+38.88989, -76.9558938°53'24" N, 76°57'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 35TH ST, N.E. over EAST CAPITOL ST |
Structure number: | 0040-1 |
Location: | 35th St over East Capitol |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 37.7 ft. [11.5 m] |
Total length: | 80.7 ft. [24.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 31° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 2006 |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 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: | 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: | 90.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Good | Satisfactory | 2500 | 90.3 |
June 2015 | Fair | Satisfactory | Good | Satisfactory | 2500 | 90.3 |
June 2013 | Fair | Satisfactory | Good | Satisfactory | 2500 | 90.3 |
June 2011 | Fair | Fair | Fair | Satisfactory | 2500 | 78.3 |
October 2009 | Fair | Fair | Satisfactory | Satisfactory | 2500 | 89.3 |
November 2007 | Fair | Fair | Satisfactory | Satisfactory | 12500 | 49.8 |
July 2003 | Fair | Fair | Satisfactory | Satisfactory | 12500 | 49.8 |
December 2001 | Fair | Fair | Satisfactory | Satisfactory | 12500 | 49.8 |
August 2001 | Fair | Fair | Satisfactory | Satisfactory | 12500 | 49.8 |
July 1998 | Fair | Fair | Satisfactory | Good | 12500 | 49.8 |
October 1996 | Fair | Fair | Satisfactory | Good | 12500 | 49.8 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 12500 | 70.8 |
October 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 12500 | 70.8 |
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. | 404 | 404 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,895 | 2,800 | 95 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,550 | 2,644 | 906 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 51 | 17 | 34 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 102 | 14 | 84 | 4 | 0 |
Joints |
Pourable Joint | linear ft. | 102 | 102 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 15 | 15 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 161 | 161 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,460 | 3,460 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 161 | 161 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 483 | 471 | 0 | 0 | 12 |