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LRD W MITCHELL AVE over IH 43 NB/IH 94 WB

Map 

Coordinates:
+43.01230, -87.91622
43°00'44" N, 87°54'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W MITCHELL AVE over IH 43 NB/IH 94 WB
Structure number:B40017200000000
Location:0.1 MI E JCT STH 38
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:70.9 ft. [21.6 m]
Total length:276.6 ft. [84.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:4,300 [as of 2012]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.7 tons [50.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,125,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201493.9Functionally obsoleteExcellentGoodSatisfactory4300
March 201357.6Functionally obsoleteFairSatisfactoryFair4100
April 201157.6Functionally obsoleteFairFairFair4100
May 200969.8Functionally obsoleteSatisfactorySatisfactorySatisfactory3800
June 200769.8Functionally obsoleteSatisfactorySatisfactorySatisfactory3800
June 200569.4Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
June 200369.4Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
October 200169.4Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
July 200069.4Not deficientSatisfactorySatisfactorySatisfactory5800
November 199969.1Not deficientSatisfactorySatisfactorySatisfactory7400
February 199869.1Not deficientSatisfactorySatisfactorySatisfactory7400
October 199657.7Not deficientSatisfactorySatisfactoryFair7400
February 199660.0Not deficientSatisfactorySatisfactoryFair7400
December 199460.0Not deficientSatisfactorySatisfactoryFair7400
September 199360.0Not deficientSatisfactorySatisfactoryFair7400
January 199370.3Not deficientFairSatisfactorySatisfactory7400
March 199147.5Structurally deficientFairSatisfactoryPoor7400