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I- 55 EB STEVENSON over LOOMIS & FULLER STS

Map 

Coordinates:
+41.84252, -87.65831
41°50'33" N, 87°39'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I- 55 EB STEVENSON over LOOMIS & FULLER STS
Structure number:016002900000000
Old structure number:000016002903704 (from 1992 edition)
Location:0.9 M SW I94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:103.7 ft. [31.6 m]
Total length:436.0 ft. [132.9 m]
Roadway width between curbs:72.8 ft. [22.2 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:78,200 [as of 2015]
Truck traffic:8% of total traffic
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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:97.7 tons [88.8 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201594.0Functionally obsoleteGoodVery GoodVery Good78200
October 201394.0Functionally obsoleteGoodVery GoodVery Good77650
November 201198.0Not deficientGoodVery GoodVery Good84550
January 201098.0Not deficientGoodVery GoodVery Good85900
January 200998.0Not deficientGoodVery GoodVery Good85300
April 200798.0Not deficientGoodVery GoodVery Good81600
May 200598.0Not deficientVery GoodVery GoodVery Good80300
July 200398.0Not deficientVery GoodVery GoodVery Good75200
August 200198.0Not deficientVery GoodVery GoodVery Good67400
November 199998.0Not deficientExcellentVery GoodVery Good72200
October 199789.0Structurally deficientPoorSatisfactorySatisfactory69200
March 199689.0Structurally deficientPoorGoodGood66900
February 199589.0Structurally deficientPoorGoodGood68700
August 199389.0Structurally deficientPoorGoodGood62200
October 199291.0Not deficientFairGoodGood61350
July 199191.0Not deficientFairGoodGood61350