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MAIN ST over ALUM CREEK (MAIN STREET)

Map

Coordinates:
+39.95733, -82.94315
39°57'26" N, 82°56'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN ST over ALUM CREEK (MAIN STREET)
Structure number:2534517
Location:0.1 MI E.OF ALUM CREEK DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.2 ft. [22.3 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Owner:County Highway Agency [02]
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:707 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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]
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 assessed or calculated scour condition. [5]
Sufficiency rating:81.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairVery GoodSatisfactoryGood70781.9
September 2016FairVery GoodSatisfactoryGood70781.9
June 2015FairVery GoodSatisfactoryGood2674075.8
January 2015FairVery GoodSatisfactoryGood2674075.8
January 2014FairVery GoodSatisfactoryGood2674075.8
December 2012FairVery GoodSatisfactoryGood2674075.8
January 2012FairVery GoodSatisfactoryGood2674075.8
December 2010FairVery GoodSatisfactoryGood2674075.8
December 2009FairVery GoodSatisfactoryGood2674075.8
May 2008FairGoodSatisfactoryGood2674075.8
January 2008FairVery GoodSatisfactoryGood2674067.9
January 2007FairVery GoodSatisfactoryGood2674067.9
December 2005FairVery GoodSatisfactoryGood2674067.9
November 2004FairVery GoodSatisfactoryGood2674067.9
November 2003FairVery GoodSatisfactoryGood2674067.9
November 2002FairVery GoodSatisfactoryGood2674067.9
December 2001FairVery GoodSatisfactoryGood2674067.9
October 2000FairVery GoodSatisfactoryGood2674067.9
October 1999FairVery GoodSatisfactoryGood2674067.9
December 1998FairVery GoodSatisfactoryGood2674067.9
November 1996FairVery GoodSatisfactoryGood2674067.9
August 1995FairVery GoodSatisfactoryGood2306669.0
December 1994FairVery GoodSatisfactoryGood2306669.0
October 1993GoodVery GoodGoodGood2306669.0
November 1992GoodVery GoodGoodGood2306669.0
December 1991GoodGoodGoodGood2985068.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2001,0171007310
Deck
Reinforced Concrete Decksq. ft.10,84210,842000
Wearing Surfacessq. ft.8,8168,61620000
Substructure
Reinforced Concrete Pier Walllinear ft.7272000
Other Material Abutmentlinear ft.1441242000
Reinforced Concrete Pier Caplinear ft.7272000
Bearings
Movable Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.304304000