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S. CAPITOL STREET over OXON RUN

Map 

Coordinates:
+38.82305, -77.00450
38°49'23" N, 77°00'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S. CAPITOL STREET over OXON RUN
Structure number:0063
Location:S CAPITOL OVER OXON RUN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1990
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: June 2014 

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:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:104.8 tons [95.3 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201476.3Functionally obsoleteGoodGoodGood22500
July 201276.3Functionally obsoleteGoodGoodGood22500
July 201076.3Functionally obsoleteGoodGoodGood22500
September 200876.3Functionally obsoleteGoodGoodGood22500
September 200674.8Functionally obsoleteVery GoodVery GoodGood35000
September 200474.8Functionally obsoleteVery GoodVery GoodGood35000
August 200274.8Functionally obsoleteVery GoodVery GoodGood35000
November 200074.8Functionally obsoleteVery GoodVery GoodVery Good35000
May 199874.8Functionally obsoleteVery GoodVery GoodVery Good35000
October 199674.8Not deficientVery GoodVery GoodVery Good35000
August 199475.6Not deficientVery GoodVery GoodVery Good35000
July 199275.6Not deficientExcellentExcellentExcellent35000
January 199175.6Not deficientExcellentExcellentExcellent35000