EAST CAPITOL ST over ANACOSTIA RIVER & PA
Map
Coordinates:
+38.88981, -76.9679238°53'23" N, 76°58'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EAST CAPITOL ST over ANACOSTIA RIVER & PA |
Structure number: | 0233 |
Location: | ANACOSTIA RIVER AT E CAP |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 1798.0 ft. [548.0 m] |
Roadway width between curbs: | 82.4 ft. [25.1 m] |
Deck width edge-to-edge: | 93.5 ft. [28.5 m] |
Vertical clearance below bridge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Year reconstructed: | 1980 |
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: | 15 |
Main spans material: | Steel [3] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 42,100 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $15,250,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Fair | Satisfactory | Fair | 42100 | 73.4 |
December 2015 | Fair | Fair | Satisfactory | Fair | 42100 | 73.4 |
December 2013 | Fair | Fair | Satisfactory | Fair | 42100 | 73.4 |
December 2011 | Poor | Poor | Satisfactory | Fair | 42100 | 71.1 |
November 2009 | Fair | Fair | Satisfactory | Fair | 42100 | 74.2 |
November 2007 | Fair | Satisfactory | Satisfactory | Good | 66200 | 83.0 |
April 2005 | Good | Good | Good | Good | 66200 | 83.0 |
September 2002 | Good | Good | Good | Good | 66200 | 83.0 |
January 1999 | Good | Good | Good | Good | 66200 | 83.0 |
January 1997 | Good | Good | Good | Good | 66200 | 83.0 |
July 1993 | Good | Good | Good | Good | 66200 | 79.0 |
February 1991 | Good | Good | Good | Good | 66200 | 79.0 |
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. | 7,192 | 7,162 | 30 | 0 | 0 |
Steel Protective Coating | sq. ft. | 138,360 | 138,360 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 14,385 | 10,769 | 3,616 | 0 | 0 |
Steel Protective Coating | sq. ft. | 137,860 | 134,264 | 3,596 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 168,000 | 166,750 | 400 | 850 | 0 |
Wearing Surfaces | sq. ft. | 168,000 | 145,450 | 22,512 | 38 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 7,650 | 7,650 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 103,604 | 103,604 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 870 | 717 | 91 | 62 | 0 |
Reinforced Concrete Abutment | linear ft. | 375 | 316 | 19 | 40 | 0 |
Joints |
Strip Seal Joint | linear ft. | 1,600 | 0 | 0 | 1,600 | 0 |
Bearings |
Movable Bearing | each | 66 | 3 | 41 | 22 | 0 |
Steel Protective Coating | sq. ft. | 585 | 564 | 0 | 0 | 21 |
Fixed Bearing | each | 64 | 40 | 23 | 1 | 0 |
Steel Protective Coating | sq. ft. | 585 | 585 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 3,596 | 2,951 | 635 | 10 | 0 |
Steel Protective Coating | sq. ft. | 13,260 | 12,707 | 0 | 0 | 553 |
Reinforced Concrete Bridge Rail | linear ft. | 7,192 | 4,073 | 3,117 | 2 | 0 |