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SR 800 over TUSCARAWAS RIVER

Map

Coordinates:
+40.51970, -81.47299
40°31'11" N, 81°28'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 800 over TUSCARAWAS RIVER
Structure number:7906633
Location:2.72 MI. N. OF JCT. SR39
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:327.4 ft. [99.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1998
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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,463 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodVery GoodSatisfactory546381.1
July 2017GoodVery GoodVery GoodGood546381.1
September 2016GoodVery GoodVery GoodGood546381.1
November 2015GoodVery GoodVery GoodGood1654077.2
August 2014GoodGoodVery GoodGood1654077.2
April 2013GoodGoodVery GoodGood1654077.2
November 2012GoodGoodVery GoodGood1654077.2
October 2011GoodGoodVery GoodGood1654077.2
October 2010FairSatisfactoryVery GoodGood1805076.7
November 2009FairSatisfactoryVery GoodGood1805076.7
October 2008FairSatisfactoryVery GoodGood1805076.7
November 2007FairSatisfactoryVery GoodGood1805076.7
September 2006GoodGoodVery GoodVery Good1709074.0
November 2005GoodGoodVery GoodVery Good1709074.0
February 2005GoodGoodVery GoodVery Good1709074.0
May 2003GoodGoodExcellentVery Good1709074.0
October 2002GoodGoodExcellentVery Good1709074.0
January 2001GoodVery GoodExcellentVery Good1608074.3
March 1999GoodExcellentExcellentVery Good1608074.3
November 1996PoorSeriousPoorSerious1455017.0
January 1996PoorPoorFairPoor1455045.8
November 1994PoorPoorFairPoor1455045.8
November 1993PoorPoorSatisfactoryFair1455060.4
December 1992PoorPoorFairPoor1681045.0
October 1991PoorPoorSatisfactoryFair1681059.9