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39TH ST (PERSHING) over RACINE AVE & RR

Map 

Coordinates:
+41.82330, -87.65595
41°49'24" N, 87°39'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:39TH ST (PERSHING) over RACINE AVE & RR
Structure number:016039600000000
Old structure number:000016039604118 (from 1992 edition)
Location:1.3 W I-94
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.0 ft. [32.6 m]
Total length:652.3 ft. [198.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1979
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:13
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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:9,450 [as of 2014]
Truck traffic:27% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:17.2 tons [15.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$6,950,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 20162.0Structurally deficientFairPoorSerious9450
March 20142.0Structurally deficientFairPoorSerious9450
April 20122.0Structurally deficientFairPoorSerious17000
July 20112.0Structurally deficientFairPoorSerious17000
August 20102.0Structurally deficientFairPoorSerious17000
October 20092.0Structurally deficientFairPoorFair17000
January 200864.3Functionally obsoleteFairFairFair8500
January 200664.4Functionally obsoleteFairFairFair7800
May 200464.4Functionally obsoleteFairFairFair7800
July 200364.4Functionally obsoleteFairFairFair7800
November 200165.2Functionally obsoleteSatisfactoryFairFair10500
March 200065.2Functionally obsoleteSatisfactoryFairFair10500
April 199865.2Functionally obsoleteSatisfactoryFairFair10500
August 199765.1Functionally obsoleteSatisfactoryFairFair11500
October 199665.4Functionally obsoleteSatisfactorySatisfactoryFair8300
July 199465.0Functionally obsoleteSatisfactorySatisfactoryFair8300
December 199376.0Functionally obsoleteSatisfactoryGoodSatisfactory9300
May 199267.3Functionally obsoleteSatisfactoryGoodSatisfactory18600
April 199167.3Functionally obsoleteSatisfactoryGoodSatisfactory18600