Share:

US 36 over TUSCARAWAS RIVER

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

Map

Coordinates:
+40.36083, -81.44583
40°21'39" N, 81°26'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 36 over TUSCARAWAS RIVER
Structure number:7900333
Location:0.11 MI E OF JCT SR416
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:220.2 ft. [67.1 m]
Total length:508.9 ft. [155.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1949
Year reconstructed:1995
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
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: September 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,083 [as of 2010]
Truck traffic:16% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:11.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2015PoorFairFairPoor508311.5
June 2014PoorSatisfactoryFairPoor508312.7
October 2013PoorSatisfactoryFairPoor508312.5
April 2012PoorSatisfactoryFairPoor508310.5
November 2011PoorSatisfactoryFairPoor508310.5
April 2010PoorSatisfactoryFairPoor586510.5
November 2009FairSatisfactoryFairFair586525.3
April 2008FairSatisfactoryFairFair586525.3
November 2007FairSatisfactorySatisfactorySatisfactory586535.3
April 2006FairSatisfactorySatisfactorySatisfactory626635.3
November 2005FairSatisfactorySatisfactorySatisfactory626635.3
January 2005FairSatisfactorySatisfactorySatisfactory629935.3
July 2003FairSatisfactorySatisfactorySatisfactory629935.3
September 2002FairSatisfactorySatisfactorySatisfactory629935.3
January 2001FairSatisfactorySatisfactorySatisfactory583437.3
February 1999FairSatisfactorySatisfactorySatisfactory583437.3
November 1996FairSatisfactoryFairSatisfactory531127.3
January 1996FairSatisfactorySatisfactoryGood531164.5
November 1994PoorSeriousFairPoor531136.0
November 1993PoorSeriousFairPoor531136.0
November 1992PoorPoorFairPoor445038.0
November 1991PoorPoorFairPoor445038.0