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CTH XX over JOHNS VALLEY CREEK

Map

Coordinates:
+44.37111, -91.69861
44°22'16" N, 91°41'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH XX over JOHNS VALLEY CREEK
Structure number:P06091200000000
Location:5.4M N JCT STH 88
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.6 ft. [6.9 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:97 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$138,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016PoorPoorFairFair9773.0
September 2015PoorPoorFairFair9770.0
September 2014PoorPoorFairFair9070.0
October 2012PoorPoorPoorPoor9054.0
October 2010PoorPoorPoorPoor9048.3
November 2008PoorPoorPoorPoor9048.3
December 2007PoorPoorFairFair9064.4
October 2006PoorPoorFairFair9064.4
October 2004FairFairSatisfactorySatisfactory9077.4
October 2002PoorPoorFairFair9064.4
September 2000PoorFairFairPoor9054.3
September 1998PoorFairFairPoor9050.3
March 1996PoorSatisfactorySatisfactoryPoor9055.3
May 1994PoorSatisfactorySatisfactoryPoor9055.3
April 1992PoorFairSatisfactoryPoor8054.3
March 1990PoorFairSatisfactoryPoor8054.3