FULTON RD over I-71

Map

Coordinates:
+41.45528, -81.71444
41°27'19" N, 81°42'52" W

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

Name:	FULTON RD over I-71
Structure number:	1805282
Location:	.72 MI. N. OF JCT. US-42
Purpose:	Carries highway overpass over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	91.9 ft. `[28.0 m]`
Total length:	463.9 ft. `[141.4 m]`
Roadway width between curbs:	70.9 ft. `[21.6 m]`
Deck width edge-to-edge:	85.0 ft. `[25.9 m]`
Vertical clearance below bridge:	14.8 ft. `[4.5 m]`
Skew angle:	48°
Owner:	State Highway Agency `[01]`
Year built:	1967
Year reconstructed:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	14,814 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	32.8 tons `[29.8 metric tons]`
Sufficiency rating:	92.4
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$1,500,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2016	92.4	Good	Good	Good	Good	FO	14814
March 2015	91.0	Good	Good	Good	Good	FO	25052
May 2013	90.9	Good	Good	Good	Good	FO	25052
April 2012	90.9	Good	Good	Good	Good	FO	25052
April 2011	90.9	Good	Good	Good	Good	-	25052
July 2010	90.9	Good	Good	Good	Good	-	25052
August 2009	90.8	Good	Good	Good	Good	-	25052
April 2008	90.8	Good	Good	Good	Good	-	25052
April 2007	88.8	Good	Good	Good	Good	-	25052
March 2006	88.8	Good	Good	Good	Good	-	25052
March 2005	88.8	Good	Very Good	Good	Very Good	FO	25052
March 2004	88.8	Good	Very Good	Good	Very Good	FO	25052
April 2003	88.8	Good	Very Good	Good	Very Good	FO	25052
May 2002	61.0	Poor	Poor	Satisfactory	Poor	SD	25052
May 2001	78.3	Poor	Poor	Satisfactory	Fair	SD	25052
April 2000	82.5	Poor	Poor	Satisfactory	Fair	SD	100
July 1999	82.5	Poor	Poor	Satisfactory	Fair	SD	100
July 1998	82.5	Poor	Poor	Satisfactory	Fair	SD	100
July 1996	84.5	Fair	Fair	Good	Fair	-	100
July 1994	93.5	Fair	Fair	Satisfactory	Satisfactory	FO	100
June 1993	93.5	Fair	Fair	Satisfactory	Satisfactory	FO	100
August 1992	95.0	Fair	Fair	Good	Satisfactory	FO	100
August 1991	95.0	Fair	Fair	Good	Satisfactory	FO	100