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WELLS ST over C&NW RR & CARROLL AV

Map 

Coordinates:
+41.88845, -87.63398
41°53'18" N, 87°38'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WELLS ST over C&NW RR & CARROLL AV
Structure number:016649800000000
Old structure number:000016649820701 (from 1992 edition)
Location:200W.& 340N.
Purpose:Carries highway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201495.6Functionally obsoleteVery GoodVery GoodSatisfactory4400
December 201295.5Functionally obsoleteVery GoodVery GoodSatisfactory4900
December 201093.8Functionally obsoleteVery GoodVery GoodSatisfactory4900
July 200893.6Functionally obsoleteVery GoodVery GoodSatisfactory8500
July 200693.6Functionally obsoleteVery GoodVery GoodSatisfactory8500
July 200493.5Functionally obsoleteVery GoodVery GoodSatisfactory9400
July 200293.4Functionally obsoleteVery GoodVery GoodSatisfactory12109
July 200093.4Functionally obsoleteVery GoodVery GoodSatisfactory12109
October 199893.4Functionally obsoleteVery GoodVery GoodVery Good12109
June 199693.4Functionally obsoleteVery GoodVery GoodVery Good12100
September 199493.0Functionally obsoleteVery GoodVery GoodVery Good12100
August 199284.2Functionally obsoleteVery GoodVery GoodVery Good121000
July 199183.1Functionally obsoleteFairExcellentVery Good121000