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4TH ST.S.E. over OXON RUN

Map

Coordinates:
+38.83504, -77.00055
38°50'06" N, 77°00'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4TH ST.S.E. over OXON RUN
Structure number:0060
Location:4TH ST S.E.OVER OXON RUN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:62.0 ft. [18.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2003
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: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,700 [as of 2007]
Truck traffic:4% 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:Better than present minimum criteria [7]
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]
Sufficiency rating:78.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood770078.1
February 2016GoodGoodGoodGood770078.1
March 2014GoodGoodGoodGood770077.1
March 2012FairSatisfactoryGoodGood770078.1
March 2010GoodGoodGoodGood770078.1
February 2008GoodVery GoodGoodGood600078.3
February 2006GoodExcellentExcellentExcellent600078.3
December 2003GoodVery GoodVery GoodVery Good600078.3
October 2000FairGoodSatisfactorySatisfactory750077.1
May 1998FairGoodSatisfactorySatisfactory750077.1
October 1996FairGoodGoodSatisfactory750078.1
June 1994FairGoodFairSatisfactory750069.1
March 1992FairGoodFairSatisfactory750069.1
April 1990FairGoodFairSatisfactory750069.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.372371100
Steel Protective Coatingsq. ft.2,3042,303001
Deck
Reinforced Concrete Decksq. ft.3,4883,4187000
Substructure
Reinforced Concrete Abutmentlinear ft.1095935150
Concrete Protective Coatingsq. ft.1,5261,526000
Joints
Compression Jointlinear ft.109010900
Bearings
Elastomeric Bearingeach129300
Steel Protective Coatingsq. ft.43001
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.128128000
Reinforced Concrete Bridge Raillinear ft.128128000
Concrete Protective Coatingsq. ft.5765482800