GRANDVIEW AVE over SCIOTO RIVER (GRANDVIEW)

Map

Coordinates:
+39.96604, -83.04696
39°57'58" N, 83°02'49" 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:	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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	80.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Very Good	Satisfactory	7813	80.3
August 2016	Fair	Good	Very Good	Satisfactory	7813	80.3
August 2015	Good	Good	Very Good	Good	26856	73.6
July 2014	Good	Good	Very Good	Good	26856	73.6
February 2014	Good	Good	Very Good	Good	26856	73.6
December 2012	Good	Good	Very Good	Good	26856	73.6
November 2011	Good	Good	Very Good	Good	26856	73.6
July 2010	Good	Good	Very Good	Good	26856	73.6
January 2010	Good	Very Good	Very Good	Very Good	26856	73.6
January 2009	Good	Very Good	Very Good	Very Good	26856	73.6
January 2008	Good	Very Good	Very Good	Very Good	26856	73.6
January 2007	Good	Very Good	Very Good	Very Good	26856	73.6
December 2005	Good	Very Good	Very Good	Very Good	26856	73.6
September 2004	Good	Very Good	Very Good	Very Good	26856	73.6
September 2003	Good	Very Good	Very Good	Good	26856	73.6
December 2002	Good	Excellent	Very Good	Good	26856	73.6
November 2001	Fair	Satisfactory	Good	Satisfactory	26856	72.6
November 2000	Fair	Satisfactory	Good	Satisfactory	26856	72.6
November 1999	Fair	Satisfactory	Good	Satisfactory	26856	72.6
December 1998	Fair	Good	Good	Satisfactory	26856	72.6
December 1996	Fair	Good	Good	Satisfactory	26856	72.6
December 1995	Fair	Good	Good	Satisfactory	23166	73.3
December 1994	Fair	Good	Good	Satisfactory	23166	73.3
December 1993	Fair	Good	Good	Satisfactory	23166	73.3
September 1992	Fair	Good	Good	Satisfactory	23166	73.3
December 1991	Good	Good	Good	Good	19400	74.7