WESTERN HILLS VIAD over Mill Creek, State Ave


+39.12470, -84.54084
39°07'29" N, 84°32'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTERN HILLS VIAD over Mill Creek, State Ave
Structure number:3137082
Location:620 ft W of Central Pkwy
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:2721.3 ft. [829.4 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1931
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:41
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:43,788 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:20.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorPoor4378820.0
September 2017PoorPoorPoorPoor437882.0
August 2016PoorPoorPoorPoor437882.0
June 2015PoorPoorPoorPoor560772.0
September 2014PoorSeriousPoorPoor7060429.6
September 2013PoorSeriousPoorFair7060429.5
August 2012PoorFairPoorFair7060436.0
November 2011PoorFairPoorFair7060436.0
September 2010PoorFairPoorFair7060436.0
July 2009PoorFairPoorFair7060436.0
June 2008PoorFairPoorFair7060436.0
June 2007PoorFairPoorFair7060436.0
April 2006FairSatisfactorySatisfactoryFair7060453.0
January 2005FairSatisfactorySatisfactoryFair7060453.0
November 2001FairSatisfactorySatisfactoryFair7060451.0