GRANDVIEW AVE over SCIOTO RIVER (GRANDVIEW)

Map

Coordinates:
+39.96667, -83.04833
39°58'00" N, 83°02'54" W

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

Name:	GRANDVIEW AVE over SCIOTO RIVER (GRANDVIEW)
Structure number:	2530295
Location:	.7 MI. SOUTH OF U.S. 33
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	128.0 ft. `[39.0 m]`
Total length:	581.1 ft. `[177.1 m]`
Roadway width between curbs:	51.8 ft. `[15.8 m]`
Deck width edge-to-edge:	61.0 ft. `[18.6 m]`
Skew angle:	5°
Owner:	County Highway Agency `[02]`
Year built:	1968
Year reconstructed:	2002
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:	5
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:	7,813 `[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:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	79.1 tons `[71.9 metric tons]`
Inventory rating:	47.4 tons `[43.1 metric tons]`
Sufficiency rating:	80.3

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
August 2016	80.3	Fair	Good	Very Good	Satisfactory	-	7813
August 2015	73.6	Good	Good	Very Good	Good	-	26856
July 2014	73.6	Good	Good	Very Good	Good	-	26856
February 2014	73.6	Good	Good	Very Good	Good	-	26856
December 2012	73.6	Good	Good	Very Good	Good	-	26856
November 2011	73.6	Good	Good	Very Good	Good	-	26856
July 2010	73.6	Good	Good	Very Good	Good	-	26856
January 2010	73.6	Good	Very Good	Very Good	Very Good	-	26856
January 2009	73.6	Good	Very Good	Very Good	Very Good	-	26856
January 2008	73.6	Good	Very Good	Very Good	Very Good	-	26856
January 2007	73.6	Good	Very Good	Very Good	Very Good	-	26856
December 2005	73.6	Good	Very Good	Very Good	Very Good	-	26856
September 2004	73.6	Good	Very Good	Very Good	Very Good	-	26856
September 2003	73.6	Good	Very Good	Very Good	Good	-	26856
December 2002	73.6	Good	Excellent	Very Good	Good	-	26856
November 2001	72.6	Fair	Satisfactory	Good	Satisfactory	-	26856
November 2000	72.6	Fair	Satisfactory	Good	Satisfactory	-	26856
November 1999	72.6	Fair	Satisfactory	Good	Satisfactory	-	26856
December 1998	72.6	Fair	Good	Good	Satisfactory	-	26856
December 1996	72.6	Fair	Good	Good	Satisfactory	-	26856
December 1995	73.3	Fair	Good	Good	Satisfactory	-	23166
December 1994	73.3	Fair	Good	Good	Satisfactory	-	23166
December 1993	73.3	Fair	Good	Good	Satisfactory	-	23166
September 1992	73.3	Fair	Good	Good	Satisfactory	-	23166
December 1991	74.7	Good	Good	Good	Good	-	19400