Share:

SR 2013 over ASH CREEK

Map

Coordinates:
+41.21792, -75.55074
41°13'05" N, 75°33'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2013 over ASH CREEK
Structure number:000000000020730
Old structure number:352013013000000 (from 1992 edition)
Location:CLIFTON TWP 1.2M S SR2017
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:32.2 ft. [9.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,405 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:92.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairGoodVery GoodSatisfactory140592.3
May 2014FairGoodVery GoodSatisfactory115397.8
May 2012GoodGoodVery GoodGood116397.8
May 2010GoodGoodVery GoodGood93398.2
May 2008GoodGoodVery GoodGood93398.2
May 2006GoodGoodVery GoodGood92897.2
May 2004GoodGoodVery GoodGood102698.1
July 2002GoodGoodVery GoodGood99898.1
August 2000GoodGoodVery GoodGood94598.2
September 1998GoodVery GoodVery GoodGood92698.2
January 1997GoodVery GoodVery GoodGood89097.3
May 1995GoodVery GoodVery GoodGood98297.1
July 1993GoodVery GoodVery GoodGood95496.2
August 1991GoodVery GoodVery GoodGood92597.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.158158000
Deck
Reinforced Concrete Decksq. ft.1,4541,454000
Wearing Surfacessq. ft.1,3551,355000
Substructure
Reinforced Concrete Abutmentlinear ft.102102000
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6363000
Steel Protective Coatingsq. ft.10,75310,753000