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US50 over COLLINS AVENUE

Map

Coordinates:
+39.12472, -84.46972
39°07'29" N, 84°28'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US50 over COLLINS AVENUE
Structure number:3103668
Location:2.5 MI E OF IR 471
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:56.1 ft. [17.1 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,305 [as of 2015]
Truck traffic:3% 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201677.8GoodGoodGoodGoodFO26305
August 201578.3GoodGoodGoodGoodFO22780
September 201478.3GoodGoodGoodGoodFO22780
August 201378.3GoodGoodGoodGoodFO22780
October 201276.3GoodGoodGoodGoodFO22780
November 201176.3GoodGoodGoodGoodFO22780
November 201076.3FairSatisfactoryGoodSatisfactoryFO22290
December 200976.3FairSatisfactoryGoodSatisfactoryFO22290
October 200876.3FairSatisfactoryGoodSatisfactoryFO22290
July 200776.3FairSatisfactoryGoodSatisfactoryFO22290
October 200676.3FairSatisfactoryGoodSatisfactoryFO22290
October 200576.4GoodGoodGoodGoodFO21970
December 200476.4GoodGoodGoodGoodFO21970
October 200376.0GoodGoodGoodGoodFO25030
November 200276.0GoodGoodGoodGoodFO25030
January 200276.0GoodGoodGoodGoodFO25030
November 200078.0FairGoodSatisfactoryGood-25030
September 199978.0FairGoodSatisfactoryGood-25030
November 199878.0GoodGoodGoodGood-25030
November 199778.0GoodGoodGoodGood-25030
June 199678.0GoodGoodGoodVery Good-25030
December 199478.3GoodVery GoodGoodVery Good-28210
December 199378.3GoodExcellentGoodGood-28210
November 199143.7PoorSeriousPoorPoor-28210
April 199137.2PoorPoorPoorPoorSD28210