Share:

US 41 (LINCOLN AVE over N SHORE CHANNEL

Map

Coordinates:
+41.99156, -87.70950
41°59'30" N, 87°42'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 41 (LINCOLN AVE over N SHORE CHANNEL
Structure number:016105400000000
Old structure number:000016105404564 (from 1992 edition)
Location:0.2 M NW US 14
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.4 ft. [31.5 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:60.7 ft. [18.5 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
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: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:92.3 tons [83.9 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,861,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 2015100.0GoodGoodVery GoodVery Good-31000
August 2013100.0GoodGoodVery GoodVery Good-26200
September 2011100.0GoodGoodVery GoodVery Good-26700
August 2010100.0GoodGoodVery GoodVery Good-26700
September 2008100.0GoodVery GoodVery GoodVery Good-28500
December 2006100.0GoodVery GoodVery GoodVery Good-33400
May 2005100.0GoodVery GoodVery GoodVery Good-33400
May 2004100.0GoodVery GoodVery GoodVery Good-29600
February 200381.0GoodExcellentVery GoodVery GoodFO25900
November 200181.0GoodExcellentVery GoodVery GoodFO26900
October 200049.7PoorPoorPoorFairSD33700
May 199949.7PoorPoorPoorFairSD33700
May 199850.7PoorPoorPoorFairSD33700
May 199750.7PoorPoorPoorFairSD33200
July 199650.7PoorPoorPoorFairSD33200
June 199548.7PoorPoorPoorFairSD33200
July 199367.7PoorPoorPoorFairSD33200
November 199267.7PoorPoorPoorFairSD32200
May 199185.7PoorPoorFairFairSD32200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,3081,308000
Deck
Reinforced Concrete Decksq. ft.17,15717,0629500
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Pier Walllinear ft.339339000
Reinforced Concrete Abutmentlinear ft.161161000
Reinforced Concrete Pier Caplinear ft.500500000
Joints
Strip Seal Jointlinear ft.261261000
Bearings
Elastomeric Bearingeach3603600
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.436043600