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USH 18 WB-USH 151 over SUGAR RIVER

Map

Coordinates:
+42.98707, -89.57264
42°59'13" N, 89°34'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 18 WB-USH 151 over SUGAR RIVER
Structure number:B13005200000000
Location:2.0M W JCT STH 69
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:61.0 ft. [18.6 m]
Total length:163.4 ft. [49.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1991
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,200 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:89.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairGoodSatisfactoryFair1120089.0
February 2014FairVery GoodSatisfactorySatisfactory11200100.0
March 2012GoodVery GoodGoodGood11200100.0
March 2010GoodVery GoodGoodGood1030084.9
March 2008GoodVery GoodGoodGood1040084.9
March 2006GoodVery GoodGoodGood1123084.9
March 2004GoodVery GoodGoodGood1123084.9
March 2002GoodVery GoodGoodVery Good1123084.9
November 2000GoodVery GoodGoodVery Good1123084.9
October 1999GoodVery GoodGoodVery Good1123083.9
November 1998GoodVery GoodGoodVery Good1123083.9
April 1997GoodVery GoodGoodVery Good1123083.9
June 1996GoodVery GoodGoodVery Good1123083.9
December 1995GoodVery GoodVery GoodVery Good1123083.9
August 1994GoodVery GoodVery GoodVery Good1123083.9
September 1993GoodVery GoodVery GoodVery Good763083.9
August 1992GoodVery GoodVery GoodVery Good763083.9
October 1991GoodExcellentVery GoodVery Good763083.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,28201,28200
Steel Protective Coatingsq. ft.9,4987,3981,00001,100
Deck
Reinforced Concrete Decksq. ft.7,0316,93110000
Substructure
Reinforced Concrete Pier Walllinear ft.6060000
Reinforced Concrete Abutmentlinear ft.84413580
Reinforced Concrete Pier Caplinear ft.7878000
Joints
Strip Seal Jointlinear ft.85553000
Bearings
Movable Bearingeach2481060
Fixed Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3662858100