SMILEY AVE over BLACK FORK RIVER

Map

Coordinates:
+40.88638, -82.65964
40°53'11" N, 82°39'35" W

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

Name:	SMILEY AVE over BLACK FORK RIVER
Structure number:	7035969
Location:	0.3M E OF SR 61
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	65.9 ft. `[20.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1958
Year reconstructed:	2012
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	3,063 `[as of 2015]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Serious `[3 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	10.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$235,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Poor	Good	Fair	Serious	3063	10.8
August 2017	Poor	Good	Fair	Serious	3063	10.8
May 2016	Poor	Good	Fair	Poor	3063	25.2
June 2015	Poor	Good	Fair	Poor	1065	42.2
June 2014	Poor	Good	Satisfactory	Poor	1065	58.6
June 2013	Poor	Good	Satisfactory	Poor	1065	42.2
November 2012	Poor	Good	Satisfactory	Poor	916	59.7
September 2011	Poor	Fair	Imminent Failure	Poor	916	33.8
August 2010	Poor	Fair	Poor	Poor	916	52.5
May 2009	Poor	Fair	Poor	Poor	916	52.3
March 2008	Poor	Fair	Poor	Poor	916	52.3
September 2007	Poor	Fair	Poor	Poor	916	52.3
September 2006	Poor	Fair	Poor	Poor	916	57.3
June 2005	Poor	Fair	Fair	Poor	916	57.3
July 2004	Poor	Fair	Fair	Poor	916	57.3
August 2002	Poor	Satisfactory	Satisfactory	Poor	916	53.3
December 2001	Poor	Satisfactory	Satisfactory	Poor	916	53.3
August 2000	Poor	Satisfactory	Satisfactory	Poor	916	53.3
October 1999	Poor	Satisfactory	Satisfactory	Poor	916	53.3
October 1998	Poor	Satisfactory	Satisfactory	Poor	916	53.3
July 1997	Fair	Satisfactory	Satisfactory	Satisfactory	916	85.6
July 1996	Fair	Satisfactory	Satisfactory	Satisfactory	916	85.6
August 1995	Fair	Satisfactory	Satisfactory	Satisfactory	916	80.6
July 1994	Fair	Satisfactory	Satisfactory	Satisfactory	916	80.6
May 1993	Fair	Satisfactory	Satisfactory	Satisfactory	916	80.6
May 1992	Fair	Good	Good	Satisfactory	916	80.6
July 1991	Fair	Very Good	Satisfactory	Satisfactory	916	80.6