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SR 0042 over OVER ROARING CREEK

Map

Coordinates:
+40.91492, -76.43032
40°54'54" N, 76°25'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0042 over OVER ROARING CREEK
Structure number:000000000012458
Old structure number:190042026010470 (from 1992 edition)
Location:3 MI S.OF CATAWISSA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:66.9 ft. [20.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,097 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:87.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$157,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodVery GoodGood409787.6
March 2015GoodVery GoodVery GoodGood411387.5
March 2013GoodVery GoodVery GoodGood411387.5
March 2011GoodVery GoodVery GoodGood424387.1
March 2010PoorFairPoorSatisfactory426955.6
March 2009PoorFairPoorSatisfactory426952.7
March 2008PoorFairPoorSatisfactory452952.7
March 2007PoorFairPoorSatisfactory442655.6
March 2005PoorFairPoorSatisfactory436155.6
March 2003FairFairFairSatisfactory456572.6
March 2001FairFairFairSatisfactory451972.5
March 2000FairFairFairSatisfactory451971.5
March 1999FairFairFairSatisfactory451972.5
March 1997FairFairFairSatisfactory410767.5
January 1996FairFairFairSatisfactory402667.6
March 1995FairFairFairSatisfactory416867.6
March 1993FairFairFairGood411065.6
March 1991FairSatisfactoryFairGood401368.6

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.1,0054523002458
Substructure
Reinforced Concrete Abutmentlinear ft.122082400
Bearings
Elastomeric Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140140000
Deck
Other Material Decksq. ft.2,8602,58527500