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I- 55 WB STEVENSON over ARCHER AV &QUARRY ST

Map 

Coordinates:
+41.84525, -87.65059
41°50'43" N, 87°39'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I- 55 WB STEVENSON over ARCHER AV &QUARRY ST
Structure number:016270300000000
Old structure number:000016270331803 (from 1992 edition)
Location:0.3 M SW I-94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:142.1 ft. [43.3 m]
Total length:619.8 ft. [188.9 m]
Roadway width between curbs:80.7 ft. [24.6 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:66,350 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.0Not deficientGoodVery GoodGood66350
June 201396.0Not deficientGoodVery GoodVery Good64050
June 201196.0Not deficientGoodVery GoodVery Good84550
July 200996.0Not deficientGoodVery GoodVery Good85900
July 200796.0Not deficientGoodVery GoodVery Good81600
July 200596.0Not deficientVery GoodVery GoodVery Good80300
July 200396.0Not deficientVery GoodVery GoodVery Good75200
October 200196.0Not deficientVery GoodVery GoodVery Good67400