K STREET over WHITEHURST FRWY RAMPS
Map
Coordinates:
+38.90253, -77.0559538°54'09" N, 77°03'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | K STREET over WHITEHURST FRWY RAMPS |
Structure number: | 1304 |
Location: | K STREET & 26TH ST |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 306.1 ft. [93.3 m] |
Roadway width between curbs: | 58.1 ft. [17.7 m] |
Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 1998 |
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: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,900 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 56.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Fair | Fair | Satisfactory | 31900 | 56.9 |
November 2013 | Fair | Fair | Fair | Satisfactory | 31900 | 56.9 |
November 2011 | Fair | Satisfactory | Fair | Good | 31900 | 61.2 |
January 2010 | Fair | Satisfactory | Fair | Good | 31900 | 61.2 |
January 2008 | Fair | Good | Satisfactory | Good | 47700 | 71.1 |
November 2005 | Fair | Very Good | Satisfactory | Good | 47700 | 71.1 |
June 2003 | Fair | Very Good | Satisfactory | Good | 47700 | 71.1 |
August 2001 | Good | Excellent | Good | Good | 47700 | 71.1 |
June 2001 | Good | Excellent | Good | Good | 47700 | 71.1 |
November 1998 | Good | Excellent | Good | Good | 47700 | 71.1 |
December 1993 | Fair | Satisfactory | Fair | Satisfactory | 47700 | 62.8 |
October 1990 | Fair | Satisfactory | Good | Good | 47700 | 74.6 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 3,124 | 2,716 | 204 | 161 | 43 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 24,342 | 0 | 23,845 | 381 | 116 |
Wearing Surfaces | sq. ft. | 20,100 | 19,700 | 400 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 22 | 22 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 251 | 198 | 34 | 19 | 0 |
Joints |
Compression Joint | linear ft. | 485 | 0 | 305 | 180 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Movable Bearing | each | 26 | 0 | 26 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4 | 0 | 0 | 0 | 4 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 606 | 604 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,620 | 1,619 | 0 | 0 | 1 |
Other Material Bridge Rail | linear ft. | 39 | 39 | 0 | 0 | 0 |