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WHEELER ROAD, S.E. over OXON RUN

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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