Share:

I- 55 WB STEVENSON over LOOMIS & FULLER STS

Map 

Coordinates:
+41.84227, -87.65807
41°50'32" N, 87°39'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I- 55 WB STEVENSON over LOOMIS & FULLER STS
Structure number:016096800000000
Old structure number:000016096826242 (from 1992 edition)
Location:0.9 M SW I-94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.7 ft. [30.7 m]
Total length:542.0 ft. [165.2 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:72.2 ft. [22.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2000
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:7
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:93.4 tons [84.9 metric tons]
Inventory rating:56.0 tons [50.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,809,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201594.0Functionally obsoleteGoodVery GoodVery Good78200
October 201494.0Functionally obsoleteGoodVery GoodVery Good77650
November 201276.0Functionally obsoleteGoodVery GoodVery Good310800
December 201098.0Not deficientGoodVery GoodVery Good84550
January 200998.0Not deficientGoodVery GoodVery Good85900
February 200798.0Not deficientGoodVery GoodVery Good81100
May 200598.0Not deficientVery GoodVery GoodVery Good80300
July 200398.0Not deficientVery GoodVery GoodVery Good75200
August 200193.0Not deficientVery GoodVery GoodVery Good67400
January 200193.0Not deficientVery GoodExcellentVery Good58700
September 199978.0Structurally deficientPoorSatisfactoryFair72200
October 199780.0Not deficientFairSatisfactoryFair69200
March 199692.0Not deficientFairGoodSatisfactory66900
February 199592.0Not deficientFairGoodSatisfactory68700
August 199392.0Not deficientFairGoodSatisfactory62200
October 199292.0Not deficientFairGoodSatisfactory61350
July 199192.0Not deficientFairGoodSatisfactory61350