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LRD CHICAGO AVENUE over WILLOW CREEK

Map 

Coordinates:
+44.06914, -89.14717
44°04'09" N, 89°08'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD CHICAGO AVENUE over WILLOW CREEK
Structure number:B69003400000000
Location:0.2M E JCT CTH Z
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 2012]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.7 tons [67.0 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$143,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201493.0Functionally obsoleteVery GoodVery GoodGood100
May 201294.0Functionally obsoleteVery GoodVery GoodGood100
June 2010100.0Not deficientVery GoodVery GoodGood100
July 2008100.0Not deficientVery GoodVery GoodGood100
May 2006100.0Not deficientVery GoodVery GoodGood100
June 2004100.0Not deficientVery GoodVery GoodGood65
June 2002100.0Not deficientVery GoodVery GoodGood65
December 2000100.0Not deficientVery GoodVery GoodGood65
May 1998100.0Not deficientVery GoodVery GoodGood65
May 1996100.0Not deficientVery GoodVery GoodGood65
May 1994100.0Not deficientVery GoodVery GoodGood65
May 1992100.0Not deficientVery GoodVery GoodVery Good65
May 1990100.0Not deficientVery GoodVery GoodVery Good65