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LRD S 8TH ST over SHEBOYGAN RIVER

Map

Coordinates:
+43.74448, -87.71294
43°44'40" N, 87°42'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD S 8TH ST over SHEBOYGAN RIVER
Structure number:B59015400000000
Location:0.6M E JCT STH 42
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:132.9 ft. [40.5 m]
Total length:283.2 ft. [86.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,337 [as of 2015]
Truck traffic:5% of total traffic
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 replacement [2]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,931,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood1933770.5
April 2015GoodGoodGoodGood1933770.5
April 2013GoodGoodGoodGood1750070.8
April 2011GoodGoodGoodGood1750070.8
May 2009GoodGoodVery GoodGood1750070.8
January 2007GoodGoodVery GoodVery Good1750070.8
April 2005GoodGoodVery GoodVery Good1750070.8
September 2002GoodGoodVery GoodVery Good1808070.7
September 2000GoodGoodExcellentVery Good1808075.7
September 1998GoodVery GoodExcellentVery Good1808075.7
October 1996GoodVery GoodExcellentVery Good1808075.7
August 1995GoodVery GoodExcellentVery Good1808075.5