Share:

LRD W KEEFE AVE over IH 43-N-S FREEWAY

Map 

Coordinates:
+43.08164, -87.92038
43°04'54" N, 87°55'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W KEEFE AVE over IH 43-N-S FREEWAY
Structure number:B40020400000000
Location:0.6M E JCT STH 57
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.7 ft. [19.4 m]
Total length:206.7 ft. [63.0 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1988
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:13,200 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,615,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201593.4Functionally obsoleteSatisfactorySatisfactorySatisfactory13200
April 201394.8Functionally obsoleteGoodSatisfactorySatisfactory3500
May 201173.3Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
May 200972.7Functionally obsoleteSatisfactorySatisfactorySatisfactory6800
May 200772.7Functionally obsoleteSatisfactorySatisfactorySatisfactory6800
June 200572.7Functionally obsoleteSatisfactorySatisfactorySatisfactory6700
June 200372.7Functionally obsoleteSatisfactorySatisfactorySatisfactory6700
August 200172.7Functionally obsoleteGoodSatisfactorySatisfactory6500
July 200072.7Functionally obsoleteGoodSatisfactorySatisfactory6500
November 199972.7Functionally obsoleteGoodSatisfactorySatisfactory7000
March 199872.7Functionally obsoleteGoodSatisfactorySatisfactory7000
November 199672.7Not deficientGoodSatisfactorySatisfactory7000
February 199676.6Not deficientGoodSatisfactorySatisfactory7000
January 199576.6Not deficientSatisfactorySatisfactorySatisfactory7000
February 199476.6Not deficientSatisfactorySatisfactorySatisfactory7000
February 199376.6Not deficientSatisfactorySatisfactorySatisfactory7000
January 199276.6Not deficientSatisfactorySatisfactorySatisfactory7000