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NORTH ST over NESHANNOCK CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.00090, -80.33980
41°00'03" N, 80°20'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTH ST over NESHANNOCK CREEK
Structure number:000000000022581
Old structure number:377301000070050 (from 1992 edition)
Location:037005 NEW CASTLE-NORTHST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:76.1 ft. [23.2 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Owner:County Highway Agency [02]
Year built:1929
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: July 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,000 [as of 2006]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
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 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:48.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2014PoorPoorPoorPoor200048.8
July 2013PoorPoorPoorPoor200048.8
July 2011PoorPoorPoorPoor200048.6
July 2010PoorPoorPoorPoor200048.8
July 2008PoorPoorPoorPoor200048.8
July 2006PoorPoorPoorPoor200048.8
June 2006PoorPoorPoorPoor200048.8
June 2005PoorPoorPoorPoor200048.6
May 2004PoorPoorPoorFair200048.6
May 2003PoorPoorPoorFair200048.6
May 2002PoorPoorFairFair200064.8
April 2001PoorPoorFairFair200064.8
May 2000PoorPoorFairFair200064.8
May 1999FairFairFairFair200066.8
March 1998FairFairFairFair200066.8
March 1997FairFairFairFair200066.8
March 1996FairFairFairFair200066.8
March 1995FairSatisfactoryFairFair200067.8
March 1994FairSatisfactoryFairSatisfactory200067.8
March 1993FairSatisfactoryFairSatisfactory100083.6
April 1991FairSatisfactoryFairGood100084.6