CTH M over USH 18-USH 151


+42.97325, -89.52477
42°58'24" N, 89°31'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH M over USH 18-USH 151
Structure number:B13041000000000
Location:1.0M E JCT STH 69
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:169.0 ft. [51.5 m]
Total length:341.2 ft. [104.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1994
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: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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,100 [as of 2014]
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:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodGood4100100.0
July 2014GoodGoodGoodGood4100100.0
July 2012GoodGoodGoodGood4100100.0
July 2010GoodGoodGoodGood410098.3
July 2008GoodGoodGoodGood448098.1
July 2006GoodGoodGoodGood880096.3
July 2004GoodVery GoodGoodVery Good880096.3
July 2002GoodVery GoodVery GoodVery Good880096.3
November 2000GoodVery GoodVery GoodVery Good880094.8
July 1999GoodVery GoodVery GoodVery Good880095.9
April 1998GoodVery GoodVery GoodVery Good880095.9
April 1997GoodVery GoodVery GoodVery Good880095.9
June 1996GoodVery GoodVery GoodVery Good880095.9
August 1995GoodExcellentExcellentExcellent-100.0
December 1994GoodExcellentExcellentExcellent-100.0