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LRD ELM RD over DILL CREEK

Map

Coordinates:
+44.85953, -90.23852
44°51'34" N, 90°14'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD ELM RD over DILL CREEK
Structure number:P37028900000000
Location:3.9M S JCT CTH N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:73.5 ft. [22.4 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1937
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:54.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$310,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorSatisfactorySatisfactoryPoor5054.5
August 2017PoorSatisfactorySatisfactoryPoor5054.5
August 2016PoorSatisfactorySatisfactoryPoor5054.5
October 2015PoorSatisfactorySatisfactoryPoor5054.5
October 2014PoorSatisfactorySatisfactoryPoor5054.5
October 2012FairSatisfactorySatisfactoryFair4046.2
October 2010FairSatisfactorySatisfactoryFair4042.2
November 2008FairSatisfactorySatisfactoryFair4042.2
November 2006FairSatisfactorySatisfactorySatisfactory4052.2
November 2004FairSatisfactorySatisfactorySatisfactory4052.2
November 2002FairSatisfactorySatisfactorySatisfactory4052.2
July 2000FairSatisfactorySatisfactorySatisfactory4056.2
November 1998FairSatisfactorySatisfactorySatisfactory4052.2
July 1996FairGoodSatisfactorySatisfactory4056.2
October 1994FairGoodSatisfactorySatisfactory4055.3
October 1992FairSatisfactorySatisfactorySatisfactory4055.3
October 1990FairSatisfactorySatisfactorySatisfactory4055.3