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I.R. 76 over NS RR & MORRISON RUN

Map

Coordinates:
+41.10738, -80.86889
41°06'27" N, 80°52'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I.R. 76 over NS RR & MORRISON RUN
Structure number:5003008
Location:0.60 MI W OF SR 45
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:85.0 ft. [25.9 m]
Total length:221.1 ft. [67.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans 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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,863 [as of 2015]
Truck traffic:31% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodVery GoodVery Good1786396.3
May 2016GoodGoodVery GoodGood1786396.3
August 2015GoodGoodVery GoodGood1936096.2
August 2014GoodGoodVery GoodGood1936096.2
May 2013FairSatisfactoryVery GoodGood1936096.2
June 2012FairSatisfactoryVery GoodGood1936096.2
June 2011FairSatisfactoryVery GoodGood1803596.3
June 2010FairSatisfactoryVery GoodVery Good1803596.3
September 2009FairSatisfactoryVery GoodVery Good1803596.3
November 2008FairSatisfactoryVery GoodVery Good1931596.2
June 2007FairSatisfactoryVery GoodVery Good1931596.2
November 2006FairSatisfactoryVery GoodVery Good1931596.2
October 2005FairSatisfactoryVery GoodVery Good2019096.1
September 2004FairSatisfactoryVery GoodVery Good1998096.1
September 2003GoodGoodVery GoodVery Good1998096.1
October 2002GoodGoodVery GoodVery Good1998096.1
September 2001GoodGoodVery GoodVery Good1998096.1
August 2000GoodExcellentVery GoodVery Good1683596.4
June 1999FairFairSatisfactoryFair1683584.2
February 1998FairFairSatisfactoryFair1683584.2
October 1997FairSatisfactorySatisfactoryGood1290096.8
October 1996FairGoodSatisfactoryGood1290096.8
March 1995FairGoodSatisfactorySatisfactory1290097.0
August 1994FairGoodSatisfactorySatisfactory1290097.0
November 1993FairGoodSatisfactorySatisfactory1290097.0
March 1992FairSatisfactoryFairSatisfactory1125585.0
April 1991FairFairSatisfactoryFair1125577.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3261,2596700
Deck
Reinforced Concrete Decksq. ft.9,2823,2395,3936500
Substructure
Reinforced Concrete Abutmentlinear ft.9292000
Reinforced Concrete Pier Caplinear ft.138138000
Bearings
Movable Bearingeach1817100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.44213330900