Share:

4TH ST.S.E. over OXON RUN

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: February 2016

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]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:78.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201678.1GoodGoodGoodGoodFO7700
March 201477.1GoodGoodGoodGoodFO7700
March 201278.1FairSatisfactoryGoodGood-7700
March 201078.1GoodGoodGoodGood-7700
February 200878.3GoodVery GoodGoodGood-6000
February 200678.3GoodExcellentExcellentExcellent-6000
December 200378.3GoodVery GoodVery GoodVery Good-6000
October 200077.1FairGoodSatisfactorySatisfactoryFO7500
May 199877.1FairGoodSatisfactorySatisfactoryFO7500
October 199678.1FairGoodGoodSatisfactoryFO7500
June 199469.1FairGoodFairSatisfactoryFO7500
March 199269.1FairGoodFairSatisfactoryFO7500
April 199069.1FairGoodFairSatisfactoryFO7500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.372372000
Steel Protective Coatingsq. ft.2,3042,304000
Deck
Reinforced Concrete Decksq. ft.3,4883,488000
Substructure
Reinforced Concrete Abutmentlinear ft.1098513110
Concrete Protective Coatingsq. ft.1,5261,526000
Joints
Compression Jointlinear ft.109555400
Bearings
Elastomeric Bearingeach1212000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Other Material Bridge Raillinear ft.128128000
Steel Protective Coatingsq. ft.209209000
Concrete Protective Coatingsq. ft.5765482800