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LRD W LINCOLN AVE over IH 43

Map 

Coordinates:
+43.00284, -87.91634
43°00'10" N, 87°54'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W LINCOLN AVE over IH 43
Structure number:B40017800000000
Location:0.1 MI E JCT STH 38
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:77.1 ft. [23.5 m]
Total length:233.6 ft. [71.2 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1967
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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:68.3 tons [62.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:88.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,811,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201688.7GoodVery GoodGoodGood-6300
December 201494.7GoodExcellentGoodGood-6300
May 201388.2FairSatisfactorySatisfactorySatisfactory-4900
June 201188.3FairSatisfactorySatisfactorySatisfactoryFO7500
June 200988.3FairSatisfactorySatisfactorySatisfactoryFO7500
June 200788.3FairSatisfactorySatisfactorySatisfactoryFO7500
June 200588.1FairSatisfactorySatisfactorySatisfactoryFO8700
July 200388.1FairSatisfactorySatisfactorySatisfactoryFO8700
October 200188.1FairSatisfactorySatisfactorySatisfactoryFO8700
August 200088.1FairSatisfactorySatisfactorySatisfactory-8700
November 199987.5FairSatisfactorySatisfactorySatisfactory-12500
February 199876.2FairSatisfactoryFairSatisfactory-12500
August 199676.2FairSatisfactoryFairGood-12500
February 199680.6FairSatisfactoryFairGood-12500
December 199480.6FairSatisfactoryFairGood-12500
October 199380.6FairSatisfactoryFairSatisfactory-12500
February 199380.6FairSatisfactorySatisfactoryFair-12500
March 199183.8FairSatisfactorySatisfactoryFair-12500