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STH 181-S 84TH ST over HONEY CREEK

Map

Coordinates:
+43.02942, -88.01731
43°01'46" N, 88°01'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 181-S 84TH ST over HONEY CREEK
Structure number:B40098600000000
Location:0.2M N JCT IH 94 TO E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:107.6 ft. [32.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1934
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:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:26,595 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:62.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$328,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorPoorPoorFair2659562.3
July 2017PoorPoorPoorFair2659562.3
July 2016PoorPoorPoorFair1779864.8
July 2015PoorPoorPoorFair1779864.8
July 2014PoorPoorPoorFair1728065.0
July 2012FairFairFairFair1728081.2
July 2010PoorPoorPoorFair1615051.0
July 2008PoorPoorPoorFair1615052.0
June 2006PoorPoorPoorPoor1615052.0
June 2004PoorPoorPoorPoor1615052.0
June 2002PoorPoorPoorPoor1615052.0
July 2000PoorPoorPoorPoor1880052.0
April 1998PoorPoorPoorPoor1267052.0
November 1996PoorPoorPoorPoor1267052.0
July 1994PoorPoorPoorPoor1267052.0
March 1992PoorPoorPoorPoor1142052.4
August 1990PoorPoorPoorPoor1142052.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.2041762080
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2582461200
Deck
Reinforced Concrete Slabsq. ft.3,2252,933822100
Wearing Surfacessq. ft.1,6801,48319700