IS 95/IS 495 over POTOMAC RIVER
Map
Coordinates:
+38.79308, -77.0463138°47'35" N, 77°02'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 95/IS 495 over POTOMAC RIVER |
Structure number: | 100000160173015 |
Location: | ON VIRGINIA LINE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 270.0 ft. [82.3 m] |
Total length: | 6087.2 ft. [1855.3 m] |
Roadway width between curbs: | 104.0 ft. [31.7 m] |
Deck width edge-to-edge: | 123.7 ft. [37.7 m] |
Vertical clearance above deck: | 17.1 ft. [5.2 m] |
Vertical clearance below bridge: | 68.9 ft. [21.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Movable - Bascule [16] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 87,402 [as of 2006] |
Truck traffic: | 10% 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: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 79.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Very Good | Good | 87402 | 79.2 |
June 2016 | Good | Good | Very Good | Good | 87402 | 79.2 |
June 2014 | Good | Good | Very Good | Good | 87402 | 79.2 |
October 2012 | Good | Good | Very Good | Good | 87402 | 79.2 |
October 2010 | Good | Good | Very Good | Good | 87402 | 70.0 |
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. | 46,585 | 46,563 | 22 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,165,264 | 1,165,105 | 152 | 7 | 0 |
Steel Stringer | linear ft. | 28,272 | 28,256 | 14 | 2 | 0 |
Steel Protective Coating | sq. ft. | 189,841 | 189,779 | 53 | 9 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 770,271 | 733,464 | 36,806 | 1 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 27,832 | 27,802 | 26 | 4 | 0 |
Steel Protective Coating | sq. ft. | 476,316 | 476,220 | 74 | 20 | 2 |
Reinforced Concrete Floor Beam | linear ft. | 1,672 | 1,672 | 0 | 0 | 0 |
Substructure |
Prestressed Concrete Column | each | 72 | 18 | 50 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 299 | 291 | 6 | 2 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 893 | 893 | 0 | 0 | 0 |
Steel Pile | each | 216 | 216 | 0 | 0 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 12,638 | 12,468 | 160 | 10 | 0 |
Joints |
Assembly with Seal | each | 903 | 903 | 0 | 0 | 0 |
Open Joint | linear ft. | 511 | 261 | 250 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 903 | 0 | 903 | 0 | 0 |
Bearings |
Movable Bearing | each | 272 | 272 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,984 | 5,984 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 18,699 | 18,689 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 56,097 | 56,087 | 10 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 17,524 | 13,033 | 4,491 | 0 | 0 |