Share:

US 30 over TWP RD 1004(CANON MILLS)

Map

Coordinates:
+40.67523, -80.62118
40°40'31" N, 80°37'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 30 over TWP RD 1004(CANON MILLS)
Structure number:1502131
Location:1.5 MI W OF SR 170
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:47.9 ft. [14.6 m]
Total length:50.5 ft. [15.4 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,918 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryGoodGood1391879.6
March 2017FairSatisfactoryGoodGood1391879.6
May 2016FairSatisfactoryGoodGood1391879.6
June 2015FairSatisfactoryGoodGood1515081.6
May 2014FairSatisfactoryGoodGood1515083.0
October 2013FairSatisfactoryGoodGood1515081.6
October 2012FairSatisfactoryGoodGood1515081.6
September 2011FairSatisfactoryGoodGood1515081.6
July 2010FairSatisfactoryGoodSatisfactory1515081.6
August 2009FairSatisfactoryGoodSatisfactory1613081.6
July 2008FairSatisfactoryGoodSatisfactory1613081.6
July 2007FairSatisfactoryGoodSatisfactory1613081.6
September 2006FairSatisfactoryGoodSatisfactory1699081.6
September 2005FairSatisfactoryGoodSatisfactory1699081.6
September 2004FairSatisfactoryGoodSatisfactory1699081.6
August 2003FairSatisfactoryGoodSatisfactory1408081.6
August 2002FairSatisfactoryVery GoodSatisfactory1408081.6
August 2000FairGoodVery GoodSatisfactory1408081.6
October 1999PoorPoorFairSatisfactory1408067.6
October 1998PoorPoorSatisfactorySatisfactory1408076.9
November 1997FairFairSatisfactorySatisfactory1172378.9
August 1996FairFairSatisfactoryGood1172378.9
August 1994FairFairSatisfactoryGood1172377.9
August 1993FairFairSatisfactorySatisfactory1172377.9
August 1992FairSatisfactorySatisfactoryGood985078.9
August 1991FairFairSatisfactorySatisfactory985078.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4948100
Steel Protective Coatingsq. ft.6,1466,0846200
Deck
Reinforced Concrete Decksq. ft.4,35204,35200
Substructure
Reinforced Concrete Abutmentlinear ft.214206800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.101110000