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US 41 (LINCOLN AVE over N SHORE CHANNEL

Map 

Coordinates:
+41.99156, -87.70950
41°59'30" N, 87°42'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 2015100.0Not deficientGoodVery GoodVery Good31000
August 2013100.0Not deficientGoodVery GoodVery Good26200
September 2011100.0Not deficientGoodVery GoodVery Good26700
August 2010100.0Not deficientGoodVery GoodVery Good26700
September 2008100.0Not deficientVery GoodVery GoodVery Good28500
December 2006100.0Not deficientVery GoodVery GoodVery Good33400
May 2005100.0Not deficientVery GoodVery GoodVery Good33400
May 2004100.0Not deficientVery GoodVery GoodVery Good29600
February 200381.0Functionally obsoleteExcellentVery GoodVery Good25900
November 200181.0Functionally obsoleteExcellentVery GoodVery Good26900
October 200049.7Structurally deficientPoorPoorFair33700
May 199949.7Structurally deficientPoorPoorFair33700
May 199850.7Structurally deficientPoorPoorFair33700
May 199750.7Structurally deficientPoorPoorFair33200
July 199650.7Structurally deficientPoorPoorFair33200
June 199548.7Structurally deficientPoorPoorFair33200
July 199367.7Structurally deficientPoorPoorFair33200
November 199267.7Structurally deficientPoorPoorFair32200
May 199185.7Structurally deficientPoorFairFair32200