FULTON ROAD over TRAIN AVE N&S GCRTA55 CR

Map

Coordinates:
+41.47500, -81.70833
41°28'30" N, 81°42'30" W

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

Name:	FULTON ROAD over TRAIN AVE N&S GCRTA55 CR
Structure number:	1869663
Location:	S OFF LORAIN AVE-FULTON
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	108.9 ft. `[33.2 m]`
Total length:	487.9 ft. `[148.7 m]`
Roadway width between curbs:	45.9 ft. `[14.0 m]`
Deck width edge-to-edge:	60.0 ft. `[18.3 m]`
Vertical clearance below bridge:	24.6 ft. `[7.5 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1901
Year reconstructed:	1986
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	6
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	14,814 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	66.7 tons `[60.6 metric tons]`
Inventory rating:	39.9 tons `[36.3 metric tons]`
Sufficiency rating:	75.5

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2016	75.5	Fair	Satisfactory	Satisfactory	Good	FO	14814
April 2015	63.8	Fair	Satisfactory	Satisfactory	Good	FO	1600
May 2014	79.5	Fair	Satisfactory	Satisfactory	Good	FO	1600
April 2013	79.5	Fair	Satisfactory	Satisfactory	Good	FO	1600
August 2012	79.5	Fair	Satisfactory	Satisfactory	Good	FO	1600
September 2011	80.5	Fair	Satisfactory	Good	Very Good	FO	1600
June 2010	80.5	Fair	Satisfactory	Good	Very Good	FO	1600
May 2008	80.5	Good	Good	Good	Good	FO	1600
April 2007	80.5	Good	Good	Good	Good	FO	1600
April 2006	80.5	Good	Good	Good	Good	FO	1600
August 2005	80.5	Good	Good	Good	Good	FO	1600
November 2003	80.5	Fair	Satisfactory	Satisfactory	Satisfactory	FO	1600
November 2002	80.5	Good	Good	Good	Good	FO	1600
July 2000	80.5	Good	Very Good	Excellent	Very Good	FO	1600
July 1999	80.5	Good	Very Good	Excellent	Very Good	FO	1600
July 1998	80.5	Good	Very Good	Excellent	Very Good	FO	1600
July 1997	80.5	Good	Very Good	Excellent	Very Good	FO	1600
November 1996	80.5	Good	Very Good	Excellent	Very Good	FO	1600
August 1995	80.5	Good	Very Good	Excellent	Very Good	FO	1600
May 1994	80.5	Good	Very Good	Excellent	Very Good	-	1600
June 1993	78.5	Good	Very Good	Excellent	Very Good	-	1600
May 1991	78.5	Good	Excellent	Excellent	Very Good	-	1600