S. Capitol Street over WINKLE DOODLE BRANCH
Map
Coordinates:
+38.82124, -77.0013138°49'16" N, 77°00'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S. Capitol Street over WINKLE DOODLE BRANCH |
Structure number: | 0064 |
Location: | SCAP OVER WINKLE DOODLE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 66.6 ft. [20.3 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1942 |
Year reconstructed: | 1986 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,500 [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: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 63.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Fair | Fair | 22500 | 63.7 |
April 2016 | Fair | Good | Fair | Fair | 22500 | 63.7 |
April 2014 | Fair | Good | Satisfactory | Fair | 22500 | 65.9 |
June 2012 | Fair | Good | Satisfactory | Fair | 22500 | 62.8 |
June 2010 | Fair | Good | Satisfactory | Fair | 22500 | 62.8 |
June 2008 | Fair | Good | Satisfactory | Satisfactory | 22500 | 72.2 |
July 2006 | Fair | Good | Satisfactory | Satisfactory | 25800 | 71.8 |
July 2004 | Fair | Good | Satisfactory | Satisfactory | 25800 | 71.8 |
July 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 25800 | 71.8 |
October 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 25800 | 71.8 |
April 1998 | Fair | Good | Good | Satisfactory | 25800 | 72.9 |
August 1996 | Fair | Good | Good | Satisfactory | 25800 | 72.9 |
November 1993 | Good | Good | Good | Good | 25800 | 76.5 |
June 1991 | Good | Good | Good | Good | 25800 | 76.5 |
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. | 558 | 238 | 0 | 320 | 0 |
Steel Protective Coating | sq. ft. | 1,422 | 602 | 0 | 0 | 820 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,527 | 2,398 | 124 | 5 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 166 | 33 | 107 | 26 | 0 |
Joints |
Compression Joint | linear ft. | 136 | 0 | 0 | 136 | 0 |
Bearings |
Elastomeric Bearing | each | 32 | 0 | 4 | 28 | 0 |
Steel Protective Coating | sq. ft. | 22 | 0 | 0 | 0 | 22 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 70 | 0 | 65 | 5 | 0 |
Steel Protective Coating | sq. ft. | 130 | 0 | 39 | 0 | 91 |
Reinforced Concrete Bridge Rail | linear ft. | 70 | 28 | 40 | 2 | 0 |
Concrete Protective Coating | sq. ft. | 350 | 0 | 140 | 105 | 105 |