Share:

GROVEPORT ROAD over (O) Railroad

Map

Coordinates:
+39.89522, -82.96175
39°53'43" N, 82°57'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GROVEPORT ROAD over (O) Railroad
Structure number:2560224
Location:.4 MI N/WILLIAMS ROAD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.0 ft. [25.0 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1910
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,972 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$320,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodGood1097274.9
October 2016GoodGoodVery GoodGood1097274.9
December 2015GoodGoodVery GoodGood784076.1
November 2014GoodGoodVery GoodGood784076.1
July 2013GoodGoodVery GoodGood784076.1
August 2012GoodGoodVery GoodGood784076.1
August 2011GoodGoodVery GoodGood784076.1
July 2010GoodGoodVery GoodGood784076.1
October 2007GoodVery GoodVery GoodVery Good784076.1
October 2006GoodVery GoodVery GoodVery Good784076.1
July 2005GoodVery GoodVery GoodVery Good784076.1
August 2004GoodVery GoodVery GoodVery Good784076.1
October 2002GoodVery GoodVery GoodVery Good784076.1
November 2001GoodVery GoodVery GoodVery Good784076.1
November 2000GoodVery GoodVery GoodVery Good784076.1
November 1998GoodVery GoodVery GoodVery Good784076.1
October 1997GoodVery GoodVery GoodVery Good784076.1
November 1996GoodVery GoodVery GoodVery Good784076.1
August 1995GoodVery GoodVery GoodVery Good784075.9
December 1994GoodVery GoodVery GoodVery Good784075.9
December 1993GoodVery GoodVery GoodVery Good784075.9
December 1992FairFairFairSatisfactory784063.2
December 1991FairFairFairSatisfactory784063.2