T-0039 over S WOLF CREEK * BELL CVR

Map

Coordinates:
+39.43083, -81.67611
39°25'51" N, 81°40'34" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	T-0039 over S WOLF CREEK * BELL CVR
Structure number:	8437718
Location:	2.52mi S of SR676
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	59.4 ft. `[18.1 m]`
Total length:	64.0 ft. `[19.5 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	18.4 ft. `[5.6 m]`
Vertical clearance above deck:	9.2 ft. `[2.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1888
Year reconstructed:	2006
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Main span material:	Wood or timber `[7]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	114 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	20.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Fair	Fair	Satisfactory	114	20.5
September 2017	Poor	Poor	Poor	Satisfactory	114	16.1
September 2016	Fair	Good	Satisfactory	Satisfactory	114	46.7
December 2015	Fair	Good	Satisfactory	Good	80	46.8
January 2015	Fair	Good	Satisfactory	Good	80	46.8
November 2013	Fair	Good	Satisfactory	Good	80	46.8
February 2013	Fair	Good	Satisfactory	Good	80	46.8
November 2011	Fair	Good	Satisfactory	Good	80	46.8
December 2010	Fair	Satisfactory	Satisfactory	Good	80	46.8
December 2009	Fair	Satisfactory	Satisfactory	Satisfactory	80	46.8
February 2009	Fair	Satisfactory	Satisfactory	Satisfactory	80	40.7
December 2006	Fair	Satisfactory	Satisfactory	Satisfactory	80	40.7
October 2005	Poor	Imminent Failure	Critical	Satisfactory	80	16.5
August 2004	Fair	Satisfactory	Satisfactory	Satisfactory	80	40.7
July 2003	Good	Good	Good	Good	50	40.7
July 2002	Fair	Good	Satisfactory	Satisfactory	50	40.7
September 2001	Fair	Good	Satisfactory	Good	50	40.7
June 2000	Fair	Good	Satisfactory	Good	50	40.7
June 1999	Fair	Good	Satisfactory	Good	50	25.1
January 1998	Poor	Fair	Poor	Poor	50	19.1
November 1995	Poor	Satisfactory	Poor	Poor	50	20.2
March 1995	Poor	Satisfactory	Poor	Poor	50	20.2
July 1993	Poor	Good	Poor	Poor	50	20.2
April 1992	Fair	Satisfactory	Satisfactory	Good	50	25.1
May 1991	Fair	Good	Satisfactory	Satisfactory	50	25.1