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S CANAL ST over BNSF RR

Map 

Coordinates:
+41.86111, -87.63905
41°51'40" N, 87°38'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S CANAL ST over BNSF RR
Structure number:016628300000000
Old structure number:000016628327293 (from 1992 edition)
Location:1600 S & 500 W
Purpose:Carries highway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:43.0 ft. [13.1 m]
Total length:237.5 ft. [72.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:62°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:2006
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:7
Main spans material:Prestressed concrete continuous [6]
Main spans design:Slab [01]
Deck type:Other [9]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:17,200 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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: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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,745,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201590.0Functionally obsoleteVery GoodVery GoodGood17200
April 201390.0Not deficientVery GoodVery GoodGood17200
April 201190.0Not deficientVery GoodVery GoodGood14700
April 200890.0Not deficientExcellentExcellentVery Good16100
September 200660.0Structurally deficientPoorPoorPoor16100
September 200460.0Structurally deficientPoorPoorPoor27009
September 200260.0Structurally deficientPoorPoorPoor27009
May 200060.0Structurally deficientPoorPoorPoor27009
November 199760.0Structurally deficientPoorFairPoor27009
November 199560.0Structurally deficientPoorFairPoor27009
January 199576.0Structurally deficientPoorFairSatisfactory27009
October 199278.0Functionally obsoleteFairFairSatisfactory27009
September 199178.0Functionally obsoleteFairFairSatisfactory27009