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US50 over HEEKIN AVENUE

Map

Coordinates:
+39.12473, -84.41486
39°07'29" N, 84°24'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US50 over HEEKIN AVENUE
Structure number:3103757
Location:.4 MI E OF SR561
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:57.1 ft. [17.4 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:81.4 ft. [24.8 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,201 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:86.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairSatisfactoryGood1120186.8
August 2017FairFairSatisfactoryGood1120186.8
June 2016FairFairSatisfactoryGood1120186.8
August 2015FairFairSatisfactoryGood1446784.0
September 2014FairFairSatisfactoryGood1446784.0
September 2013FairSatisfactorySatisfactoryGood1446785.0
October 2012FairSatisfactorySatisfactoryGood1446785.0
November 2011FairSatisfactorySatisfactoryGood1446785.0
November 2010FairSatisfactorySatisfactoryGood1277785.0
December 2009FairSatisfactorySatisfactoryGood1277785.0
October 2008FairSatisfactorySatisfactorySatisfactory1277785.0
July 2007FairSatisfactorySatisfactorySatisfactory1277785.0
October 2006FairSatisfactorySatisfactorySatisfactory1277785.0
October 2005GoodGoodGoodGood1507985.0
December 2004GoodGoodGoodGood1507985.0
October 2003GoodGoodGoodGood1178085.3
December 2002GoodGoodGoodGood1178085.3
January 2002GoodGoodGoodGood1178085.3
December 2000GoodGoodGoodGood1178087.3
November 1999GoodGoodGoodGood1178087.3
October 1998FairGoodGoodSatisfactory1178087.3
November 1997FairGoodGoodSatisfactory1178087.3
June 1996FairGoodFairFair1178074.4
January 1995FairGoodFairFair818079.1
December 1992FairGoodFairFair818079.1
November 1991FairGoodSatisfactorySatisfactory818091.4
April 1991FairGoodSatisfactorySatisfactory818091.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5901,148415270
Deck
Reinforced Concrete Decksq. ft.13,7138,2624,0411,4100
Wearing Surfacessq. ft.12,9598,3814,500780
Substructure
Reinforced Concrete Pier Walllinear ft.7272000
Reinforced Concrete Abutmentlinear ft.1771611510
Reinforced Concrete Pier Caplinear ft.177177000
Joints
Assembly without Seal Jointlinear ft.17237110250
Bearings
Elastomeric Bearingeach4038200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.31812819000