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E EPPLEYANNA ROAD over ROCK RUN CREEK

Map

Coordinates:
+42.42646, -89.44480
42°25'35" N, 89°26'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E EPPLEYANNA ROAD over ROCK RUN CREEK
Structure number:089319200000000
Old structure number:000089319219647 (from 1992 edition)
Location:1.5 M W OF DAVIS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:85.0 ft. [25.9 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:Town or Township Highway Agency [03]
Year built:1896
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:27.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$188,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorFairCriticalPoor5027.7
November 2016PoorFairCriticalPoor5027.7
October 2014PoorFairCriticalPoor5027.7
October 2012PoorFairCriticalPoor5027.7
November 2011PoorFairCriticalPoor5927.7
January 2010PoorSatisfactoryCriticalPoor5928.7
November 2008PoorGoodCriticalPoor5928.7
November 2006PoorGoodCriticalPoor5928.7
September 2005PoorGoodCriticalPoor5928.7
December 2004PoorGoodCriticalPoor5928.7
October 2002PoorVery GoodCriticalPoor5928.7
March 2001PoorVery GoodCriticalPoor5928.7
September 1998PoorVery GoodCriticalPoor5928.7
January 1997PoorExcellentCriticalSerious5928.7
September 1994PoorExcellentCriticalPoor5928.6
September 1992PoorExcellentCriticalFair3928.6
November 1990PoorSatisfactoryCriticalFair3930.6