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Inwood Road over WIGLE CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+42.28574, -96.53948
42°17'09" N, 96°32'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Inwood Road over WIGLE CREEK
Structure number:C002203405P
Location:1.9S 2W OF HOMER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.0 ft. [19.8 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1920
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:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: December 2011

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:25 [as of 2003]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:19.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$223,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2011PoorFairFairPoor2519.3
December 2009PoorFairFairPoor2519.3
November 2007PoorFairFairPoor2519.3
August 2006FairGoodSatisfactorySatisfactory2531.1
August 2004FairGoodSatisfactorySatisfactory2531.1
September 2002FairGoodSatisfactorySatisfactory2531.1
October 2000FairGoodSatisfactorySatisfactory2531.1
September 1998FairGoodSatisfactorySatisfactory2531.1
September 1996FairGoodSatisfactorySatisfactory2531.1
November 1994FairGoodSatisfactorySatisfactory2531.1
October 1992FairGoodFairSatisfactory2526.2
November 1989PoorSeriousPoorSerious2519.3