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MORSE RD over ROCKY FORK CREEK (MORSE)

Map

Coordinates:
+40.05435, -82.84098
40°03'16" N, 82°50'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MORSE RD over ROCKY FORK CREEK (MORSE)
Structure number:2535017
Location:JUST EAST OF U.S. 62
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1988
Year reconstructed:2007
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,358 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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: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: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:93.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodVery GoodVery GoodVery Good2635893.8
December 2016GoodVery GoodVery GoodVery Good2635893.8
October 2015GoodVery GoodVery GoodVery Good1600096.3
November 2014GoodVery GoodVery GoodVery Good1600096.3
October 2013GoodVery GoodVery GoodVery Good1600096.3
November 2012GoodVery GoodVery GoodVery Good1600096.3
December 2011GoodVery GoodVery GoodVery Good1600096.3
September 2010GoodVery GoodVery GoodVery Good1600096.3
December 2009GoodVery GoodVery GoodVery Good1600096.3
November 2008GoodVery GoodVery GoodVery Good1600096.3
November 2007GoodVery GoodVery GoodVery Good1600096.3
January 2007GoodVery GoodVery GoodVery Good468798.9
November 2005GoodVery GoodVery GoodVery Good468798.9
November 2004GoodVery GoodVery GoodVery Good468798.9
October 2003GoodVery GoodVery GoodVery Good468798.9
October 2002GoodVery GoodVery GoodVery Good468798.9
December 2001GoodVery GoodVery GoodVery Good468798.9
October 2000GoodVery GoodVery GoodVery Good468798.9
November 1999GoodVery GoodVery GoodVery Good468798.9
December 1998GoodVery GoodVery GoodVery Good468798.9
December 1996GoodVery GoodVery GoodVery Good468798.9
November 1995GoodGoodVery GoodVery Good416499.1
October 1994GoodVery GoodVery GoodVery Good416499.1
November 1993GoodVery GoodVery GoodVery Good416499.1
June 1992GoodVery GoodVery GoodVery Good370099.2
September 1991GoodVery GoodVery GoodVery Good370099.2