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USH 10 EB-10TH ST over MANITOWOC RIVER

Map

Coordinates:
+44.09167, -87.66000
44°05'30" N, 87°39'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 10 EB-10TH ST over MANITOWOC RIVER
Structure number:B36012800020000
Location:1.1M E JCT STH 42 TO N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:171.9 ft. [52.4 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1987
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:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,634 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:57.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,581,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairSatisfactory2063457.9
May 2016FairFairFairSatisfactory2063457.9
May 2014FairFairFairSatisfactory1810058.7
October 2012FairFairSatisfactorySatisfactory1810068.6
September 2010FairFairSatisfactorySatisfactory1810068.6
October 2008FairFairGoodSatisfactory1810068.6
October 2006FairFairGoodSatisfactory1810068.6
September 2004FairFairGoodSatisfactory1810068.6
December 2002FairFairGoodSatisfactory1810068.6
November 2000FairFairGoodSatisfactory1810067.5
September 1998FairSatisfactoryGoodSatisfactory1810066.5
October 1996FairFairGoodSatisfactory1810065.5
September 1994FairGoodVery GoodSatisfactory1810066.8
October 1992FairExcellentExcellentSatisfactory1810066.8
October 1990FairExcellentExcellentSatisfactory1810066.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3830343400
Steel Protective Coatingsq. ft.29,64316,3048,8934,4460
Steel Stringerlinear ft.3,19302,9432500
Deck
Reinforced Concrete Decksq. ft.2,4972,37212500
Superstructure
Steel Trusslinear ft.106106000
Steel Floor Beamlinear ft.5280458700
Substructure
Reinforced Concrete Pier Walllinear ft.34029830120
Reinforced Concrete Pile Cap/Footinglinear ft.22000
Deck
Open Grid Decksq. ft.8,2555,3652,89000
Steel Protective Coatingsq. ft.8,2558,255000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.344344000