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LRD N 16TH ST over IH 94 E-W FREEWAY

Map 

Coordinates:
+43.03563, -87.93295
43°02'08" N, 87°55'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD N 16TH ST over IH 94 E-W FREEWAY
Structure number:B40055000180000
Location:0.8M N JCT STH 59
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:108.6 ft. [33.1 m]
Total length:276.9 ft. [84.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Other [9]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
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:88.0 tons [80.0 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,891,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201573.3Functionally obsoleteGoodGoodGood14500
June 201374.0Functionally obsoleteGoodGoodGood11700
July 201190.7Functionally obsoleteGoodGoodGood11700
July 200990.7Functionally obsoleteGoodGoodGood11700
August 200790.7Functionally obsoleteVery GoodVery GoodVery Good11700
January 200789.8Functionally obsoleteVery GoodVery GoodVery Good15900
December 200489.8Functionally obsoleteExcellentVery GoodVery Good15900
July 200361.0Structurally deficientSatisfactorySatisfactoryPoor16800
November 200160.0Structurally deficientGoodSatisfactoryPoor15900
July 200060.0Structurally deficientGoodSatisfactoryPoor15900
September 199961.6Structurally deficientGoodSatisfactoryPoor11700
March 199861.6Structurally deficientGoodSatisfactoryPoor11700
October 199678.6Functionally obsoleteVery GoodSatisfactoryFair11700
February 199666.1Structurally deficientGoodSatisfactoryPoor11700
September 199466.1Structurally deficientGoodSatisfactoryPoor11700
November 199366.1Structurally deficientGoodSatisfactoryPoor11700
November 199266.1Structurally deficientSatisfactorySatisfactoryPoor11700
November 199166.1Structurally deficientSatisfactorySatisfactoryPoor11700