US 52 over NACE RUN


+38.67630, -83.11542
38°40'35" N, 83°06'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 52 over NACE RUN
Structure number:7300727
Location:1.74MI W OF JCT SR 125
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,208 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory220898.2
November 2017FairSatisfactorySatisfactoryGood220898.2
December 2016FairSatisfactorySatisfactoryGood220898.2
December 2015FairSatisfactorySatisfactoryGood188098.4
November 2014FairSatisfactorySatisfactoryGood188098.8
October 2013FairSatisfactorySatisfactoryGood188098.4
October 2012FairSatisfactorySatisfactoryGood188096.4
August 2011FairSatisfactorySatisfactoryGood186096.4
November 2010FairSatisfactorySatisfactoryGood186096.4
August 2009FairSatisfactorySatisfactoryGood186096.5
August 2008FairSatisfactorySatisfactoryGood176196.6
November 2007GoodGoodGoodVery Good176196.6
September 2006GoodGoodGoodVery Good176196.6
September 2005GoodGoodGoodVery Good185696.5
September 2004GoodGoodVery GoodVery Good225096.2
April 2003GoodGoodVery GoodVery Good225096.2
November 2002GoodGoodVery GoodVery Good225096.2
November 2000GoodGoodVery GoodVery Good225096.2
September 1999GoodGoodVery GoodVery Good286095.8
October 1998GoodGoodVery GoodVery Good286095.8
September 1997GoodGoodVery GoodVery Good286095.8
November 1996GoodVery GoodVery GoodVery Good286095.8
October 1995GoodVery GoodVery GoodVery Good286095.8
December 1994GoodGoodVery GoodVery Good286096.1
December 1993GoodGoodVery GoodVery Good259096.3
November 1992GoodGoodVery GoodVery Good259096.3
August 1991GoodVery GoodVery GoodVery Good259096.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.94722020
Reinforced Concrete Abutmentlinear ft.945920150
Reinforced Concrete Pier Caplinear ft.9494000
Pourable Jointlinear ft.886810100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.162162000
Reinforced Concrete Slabsq. ft.3,5632,90839022540
Wearing Surfacessq. ft.3,5643,41415000