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FRANKLIN SB TO 55W over WENTWORTH AVE 2 RMPS

Map

Coordinates:
+41.84795, -87.63202
41°50'53" N, 87°37'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:13.1 ft. [4.0 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,600 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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]
Sufficiency rating:91.3
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood460091.3
November 2015GoodGoodVery GoodGood590091.1
November 2013GoodGoodVery GoodGood590091.1
January 2012GoodGoodVery GoodGood590095.1
February 2010GoodGoodVery GoodGood590095.1
February 2008GoodGoodVery GoodGood590095.1
February 2006GoodVery GoodVery GoodGood590095.1
February 2004GoodVery GoodVery GoodGood590095.1
October 2002GoodVery GoodExcellentGood330976.4
February 2001PoorPoorSatisfactoryPoor330042.5
2000PoorPoorSatisfactoryPoor330042.5
January 1999PoorPoorSatisfactoryPoor330035.1
February 1998PoorPoorSatisfactoryPoor330035.1
March 1997PoorPoorSatisfactoryPoor330035.1
January 1995PoorPoorGoodPoor330034.9
September 1993PoorPoorGoodPoor512233.9
October 1992FairFairGoodSatisfactory512262.6
March 1990FairFairGoodSatisfactory512263.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,8693,868100
Deck
Reinforced Concrete Decksq. ft.18,56217,61295000
Substructure
Reinforced Concrete Columneach2120100
Reinforced Concrete Pier Walllinear ft.197197000
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pier Caplinear ft.2572421500
Joints
Strip Seal Jointlinear ft.6055500
Compression Jointlinear ft.2702700
Bearings
Elastomeric Bearingeach3203200
Fixed Bearingeach80800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,28601,28600