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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.5
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,750,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201677.5Functionally obsoleteGoodGoodGood12500
March 201479.5Functionally obsoleteGoodGoodGood12500
March 201279.5Not deficientGoodGoodGood12500
March 201079.5Not deficientGoodGoodGood12500
March 200879.7Not deficientGoodGoodGood11000
March 200679.7Not deficientVery GoodVery GoodVery Good11000
December 200379.7Not deficientVery GoodVery GoodVery Good11000
July 200266.1Functionally obsoleteGoodSatisfactoryFair13000
November 200066.1Functionally obsoleteGoodSatisfactoryFair13000
June 199866.1Functionally obsoleteGoodGoodFair13000
October 199665.1Functionally obsoleteGoodGoodFair13000
July 199450.8Structurally deficientGoodGoodPoor13000
May 199250.8Structurally deficientGoodGoodPoor13000
May 199050.8Structurally deficientGoodGoodPoor13000