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USR 224 over TRIB SW BR VERMILION RV

Map

Coordinates:
+41.02985, -82.51476
41°01'47" N, 82°30'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR 224 over TRIB SW BR VERMILION RV
Structure number:3903397
Location:8.71 MILES WEST OF SR 61
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:21.0 ft. [6.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,066 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:64.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairFairSatisfactory406664.9
February 2017FairFairFairSatisfactory406664.9
March 2016FairFairFairSatisfactory406664.9
March 2015FairFairFairSatisfactory351067.0
February 2014FairFairFairSatisfactory351065.5
March 2013FairFairFairSatisfactory376063.3
March 2012FairFairFairSatisfactory376063.3
March 2010FairSatisfactorySatisfactorySatisfactory376076.0
April 2009FairSatisfactorySatisfactorySatisfactory376076.0
April 2008FairSatisfactorySatisfactorySatisfactory444075.3
March 2007FairSatisfactorySatisfactorySatisfactory444075.3
April 2006FairSatisfactorySatisfactorySatisfactory444075.3
May 2005FairSatisfactorySatisfactorySatisfactory577071.9
June 2004FairSatisfactorySatisfactorySatisfactory577071.9
December 2002FairSatisfactorySatisfactoryGood615057.7
August 2001FairSatisfactorySatisfactoryGood615057.7
October 2000FairSatisfactorySatisfactoryGood539060.6
June 1999FairSatisfactorySatisfactorySatisfactory539060.6
October 1998FairSatisfactorySatisfactorySatisfactory539060.6
August 1997FairSatisfactorySatisfactoryGood539063.6
November 1996FairSatisfactorySatisfactoryGood539072.5
December 1994FairSatisfactorySatisfactoryVery Good539072.5
November 1993FairSatisfactorySatisfactoryVery Good539075.5
December 1992FairSatisfactorySatisfactoryGood489076.1
November 1991GoodGoodVery GoodVery Good489078.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1202575200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4848000
Deck
Reinforced Concrete Slabsq. ft.1,44094419625050
Wearing Surfacessq. ft.6726027000