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US 36 over MILL CREEK

Map

Coordinates:
+40.24722, -83.31495
40°14'50" N, 83°18'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 36 over MILL CREEK
Structure number:8001839
Location:1.3 MI W OF C-113
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:85.0 ft. [25.9 m]
Total length:226.7 ft. [69.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1980
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:3
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]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,155 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
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]
Sufficiency rating:88.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood1815588.4
April 2017GoodGoodGoodGood1815588.4
March 2016GoodGoodGoodGood1815588.4
April 2015GoodGoodGoodGood2182087.4
May 2014GoodGoodGoodGood2182087.4
March 2013GoodGoodGoodGood2182087.4
March 2012GoodGoodGoodGood644089.4
April 2011GoodGoodGoodGood644089.4
April 2010GoodGoodGoodGood644089.4
April 2009GoodGoodGoodGood644089.4
September 2008GoodGoodGoodGood593089.5
November 2007GoodGoodGoodGood593089.5
August 2006GoodGoodGoodGood593089.5
May 2005GoodGoodGoodGood593089.5
May 2004GoodGoodGoodGood608089.5
January 2003FairGoodGoodSatisfactory608089.5
March 2002FairGoodGoodSatisfactory608089.5
April 2000FairVery GoodGoodSatisfactory608091.4
May 1999FairVery GoodGoodSatisfactory795091.0
April 1998FairVery GoodGoodSatisfactory795091.0
April 1997FairVery GoodGoodSatisfactory795091.0
March 1996GoodVery GoodGoodGood795091.0
May 1995GoodVery GoodVery GoodGood544091.7
April 1994GoodVery GoodVery GoodGood544091.7
April 1993FairGoodGoodSatisfactory544091.7
March 1992FairGoodSatisfactorySatisfactory544091.7
March 1991FairGoodSatisfactorySatisfactory544091.7