SR 800 over TUSCARAWAS RIVER

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Very Good	Satisfactory	5463	81.1
July 2017	Good	Very Good	Very Good	Good	5463	81.1
September 2016	Good	Very Good	Very Good	Good	5463	81.1
November 2015	Good	Very Good	Very Good	Good	16540	77.2
August 2014	Good	Good	Very Good	Good	16540	77.2
April 2013	Good	Good	Very Good	Good	16540	77.2
November 2012	Good	Good	Very Good	Good	16540	77.2
October 2011	Good	Good	Very Good	Good	16540	77.2
October 2010	Fair	Satisfactory	Very Good	Good	18050	76.7
November 2009	Fair	Satisfactory	Very Good	Good	18050	76.7
October 2008	Fair	Satisfactory	Very Good	Good	18050	76.7
November 2007	Fair	Satisfactory	Very Good	Good	18050	76.7
September 2006	Good	Good	Very Good	Very Good	17090	74.0
November 2005	Good	Good	Very Good	Very Good	17090	74.0
February 2005	Good	Good	Very Good	Very Good	17090	74.0
May 2003	Good	Good	Excellent	Very Good	17090	74.0
October 2002	Good	Good	Excellent	Very Good	17090	74.0
January 2001	Good	Very Good	Excellent	Very Good	16080	74.3
March 1999	Good	Excellent	Excellent	Very Good	16080	74.3
November 1996	Poor	Serious	Poor	Serious	14550	17.0
January 1996	Poor	Poor	Fair	Poor	14550	45.8
November 1994	Poor	Poor	Fair	Poor	14550	45.8
November 1993	Poor	Poor	Satisfactory	Fair	14550	60.4
December 1992	Poor	Poor	Fair	Poor	16810	45.0
October 1991	Poor	Poor	Satisfactory	Fair	16810	59.9