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FRANKLIN SB TO 55W over WENTWORTH AVE 2 RMPS

Map 

Coordinates:
+41.84752, -87.63215
41°50'51" N, 87°37'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRANKLIN SB TO 55W over WENTWORTH AVE 2 RMPS
Structure number:016243200000000
Old structure number:000016243220284 (from 1992 edition)
Location:0.8 M E I-90,94
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:127.3 ft. [38.8 m]
Total length:645.0 ft. [196.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2002
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:8
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:5,900 [as of 2002]
Deck condition:Good [7 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 corrrective action [3]
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:90.2 tons [82.0 metric tons]
Inventory rating:54.1 tons [49.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,207,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201591.1Functionally obsoleteGoodVery GoodGood5900
November 201391.1Functionally obsoleteGoodVery GoodGood5900
January 201295.1Functionally obsoleteGoodVery GoodGood5900
February 201095.1Not deficientGoodVery GoodGood5900
February 200895.1Not deficientGoodVery GoodGood5900
February 200695.1Not deficientVery GoodVery GoodGood5900
February 200495.1Not deficientVery GoodVery GoodGood5900
October 200276.4Functionally obsoleteVery GoodExcellentGood3309
February 200142.5Structurally deficientPoorSatisfactoryPoor3300
200042.5Structurally deficientPoorSatisfactoryPoor3300
January 199935.1Structurally deficientPoorSatisfactoryPoor3300
February 199835.1Structurally deficientPoorSatisfactoryPoor3300
March 199735.1Structurally deficientPoorSatisfactoryPoor3300
January 199534.9Structurally deficientPoorGoodPoor3300
September 199333.9Structurally deficientPoorGoodPoor5122
October 199262.6Functionally obsoleteFairGoodSatisfactory5122
March 199063.6Functionally obsoleteFairGoodSatisfactory5122