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STEWART AVE over I- 55 STEVENSON

Map 

Coordinates:
+41.84738, -87.63661
41°50'51" N, 87°38'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STEWART AVE over I- 55 STEVENSON
Structure number:016113800000000
Old structure number:000016113826260 (from 1992 edition)
Location:0.4 M E I-94
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:56.1 ft. [17.1 m]
Total length:186.4 ft. [56.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2003
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]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2000]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:89.4 tons [81.3 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,283,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201475.8Functionally obsoleteGoodVery GoodVery Good9000
December 201275.8Functionally obsoleteGoodVery GoodVery Good9000
December 201076.4Not deficientVery GoodVery GoodVery Good9009
January 200976.4Not deficientVery GoodVery GoodVery Good9009
May 200776.4Functionally obsoleteVery GoodVery GoodVery Good9009
August 200376.4Functionally obsoleteExcellentExcellentVery Good9009
August 200162.3Structurally deficientPoorFairGood9009
December 200062.3Structurally deficientPoorFairSatisfactory9009
December 199962.3Structurally deficientPoorFairSatisfactory9009
February 199862.3Structurally deficientPoorFairSatisfactory9009
May 199664.3Functionally obsoleteFairFairSatisfactory9009
February 199563.9Functionally obsoleteFairFairSatisfactory9009
September 199363.9Functionally obsoleteFairFairSatisfactory9009
August 199164.9Functionally obsoleteSatisfactoryFairGood9009