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US50 EB over CSRR;NSRR;MILL CR;PRIV D

Map

Coordinates:
+39.10186, -84.54612
39°06'07" N, 84°32'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US50 EB over CSRR;NSRR;MILL CR;PRIV D
Structure number:3102815
Location:1.2 MI W OF I75
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:143.1 ft. [43.6 m]
Total length:1047.0 ft. [319.1 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2014
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:14
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: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,928 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodGoodGood2392894.0
March 2017GoodVery GoodGoodGood2392895.0
July 2016GoodVery GoodGoodGood2392895.0
March 2015FairVery GoodSatisfactoryGood1843095.0
November 2014FairVery GoodSatisfactorySatisfactory1843095.0
September 2013PoorPoorFairSatisfactory1843017.0
September 2012PoorPoorFairSatisfactory1843061.0
November 2011PoorPoorFairSatisfactory1843061.0
April 2010PoorPoorFairSatisfactory1580561.0
December 2009PoorPoorFairSatisfactory1580561.0
June 2008FairFairFairSatisfactory1580563.0
July 2007FairFairFairSatisfactory1580563.0
April 2006FairSatisfactoryFairGood1580564.0
September 2005FairGoodFairGood1563564.0
June 2004FairSatisfactoryGoodGood1563575.0
October 2003GoodGoodGoodGood1648375.0
October 2002GoodGoodGoodGood1648375.0
August 2001GoodGoodGoodGood1648375.0
November 2000GoodGoodGoodGood1648377.0
August 1999GoodGoodGoodGood1648377.0
November 1998GoodGoodGoodGood1648377.0
June 1996FairGoodSatisfactoryGood1648377.0
December 1994FairGoodSatisfactoryGood1097077.0
December 1992PoorPoorFairFair1097063.0
November 1991FairFairFairFair1097065.0
April 1991FairFairSatisfactorySatisfactory1097076.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8,3762,0206,35600
Deck
Reinforced Concrete Decksq. ft.61,77360,6751,09440
Superstructure
Steel Pin or Pin & Hangar Assemblyeach88000
Substructure
Reinforced Concrete Columneach2723400
Reinforced Concrete Abutmentlinear ft.167165200
Reinforced Concrete Pier Caplinear ft.751751000
Joints
Strip Seal Jointlinear ft.118118000
Bearings
Movable Bearingeach9695100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0942,0098500