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WHEELER ROAD, S.E. over OXON RUN

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHEELER ROAD, S.E. over OXON RUN
Structure number:0061
Location:WHEELER ROAD OVER OXON RN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.0 ft. [18.9 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:2004
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2007]
Truck traffic:1% 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 minimum criteria [6]
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:70.8 tons [64.4 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:77.5
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,750,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201677.5GoodGoodGoodGoodFO12500
March 201479.5GoodGoodGoodGoodFO12500
March 201279.5GoodGoodGoodGood-12500
March 201079.5GoodGoodGoodGood-12500
March 200879.7GoodGoodGoodGood-11000
March 200679.7GoodVery GoodVery GoodVery Good-11000
December 200379.7GoodVery GoodVery GoodVery Good-11000
July 200266.1FairGoodSatisfactoryFairFO13000
November 200066.1FairGoodSatisfactoryFairFO13000
June 199866.1FairGoodGoodFairFO13000
October 199665.1FairGoodGoodFairFO13000
July 199450.8PoorGoodGoodPoorSD13000
May 199250.8PoorGoodGoodPoorSD13000
May 199050.8PoorGoodGoodPoorSD13000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.505505000
Steel Protective Coatingsq. ft.3,0243,024000
Deck
Reinforced Concrete Decksq. ft.3,7443,744000
Substructure
Reinforced Concrete Abutmentlinear ft.118991180
Concrete Protective Coatingsq. ft.1,6521,652000
Joints
Strip Seal Jointlinear ft.118011800
Bearings
Elastomeric Bearingeach1616000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Other Material Bridge Raillinear ft.128128000
Steel Protective Coatingsq. ft.209209000
Concrete Protective Coatingsq. ft.5764997700