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SR 14F over MID FRK LITTLE BEAVER CR

Map

Coordinates:
+40.92661, -80.88574
40°55'36" N, 80°53'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 14F over MID FRK LITTLE BEAVER CR
Structure number:1501364
Location:.64 MI W OF GOSHEN RD
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.5 ft. [9.9 m]
Total length:86.3 ft. [26.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:421 [as of 2015]
Truck traffic:5% 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: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: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 assessed or calculated scour condition. [5]
Sufficiency rating:94.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryGoodGood42194.9
March 2017FairSatisfactoryGoodGood42194.9
March 2016FairSatisfactoryGoodGood42194.9
March 2015GoodGoodGoodGood208594.4
March 2014FairSatisfactorySatisfactoryGood208594.4
September 2012FairSatisfactorySatisfactoryGood208594.4
August 2011FairSatisfactorySatisfactoryGood208594.4
August 2010FairSatisfactorySatisfactoryGood208594.4
September 2009FairSatisfactorySatisfactoryGood208594.4
August 2008FairSatisfactorySatisfactoryGood208594.4
August 2007FairSatisfactorySatisfactoryGood208594.4
August 2006FairSatisfactorySatisfactoryGood208594.4
September 2005FairSatisfactorySatisfactoryGood208594.4
September 2004GoodGoodGoodVery Good208594.4
August 2003GoodGoodGoodVery Good51094.9
July 2002GoodVery GoodVery GoodVery Good51094.9
August 2000GoodVery GoodVery GoodVery Good51094.8
September 1999GoodVery GoodVery GoodVery Good51094.8
September 1998FairSatisfactorySatisfactorySatisfactory51080.8
October 1997FairSatisfactorySatisfactorySatisfactory169380.4
July 1996FairSatisfactorySatisfactorySatisfactory169380.4
July 1994GoodGoodGoodGood169380.3
July 1993GoodGoodGoodGood169380.3
July 1992GoodGoodGoodGood141080.5
July 1991GoodGoodGoodGood141080.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Abutmentlinear ft.93791220
Reinforced Concrete Pier Caplinear ft.9393000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.173117200
Deck
Reinforced Concrete Slabsq. ft.3,4503,138352770
Wearing Surfacessq. ft.3,4503,450000