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USH 18 WB-USH 151 over LRD SAND ROCK RD

Map

Coordinates:
+42.99412, -89.74492
42°59'39" N, 89°44'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 18 WB-USH 151 over LRD SAND ROCK RD
Structure number:B13029800000000
Location:0.8M W JCT CTH JG
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:67.9 ft. [20.7 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1984
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:3
Main spans material:Prestressed concrete continuous [6]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactorySatisfactory8500100.0
September 2014GoodGoodGoodGood8500100.0
September 2012GoodGoodGoodGood8500100.0
September 2010GoodGoodGoodGood850096.6
September 2008GoodGoodGoodGood870096.5
September 2006GoodGoodGoodGood1678094.2
September 2004GoodGoodVery GoodGood1678094.2
January 2004GoodGoodVery GoodGood1678094.2
January 2002GoodGoodVery GoodVery Good970096.2
September 2000GoodGoodVery GoodVery Good970096.2
April 1999GoodGoodVery GoodVery Good970096.2
July 1998GoodGoodVery GoodVery Good970096.2
April 1997GoodGoodVery GoodVery Good970096.2
June 1996GoodGoodVery GoodVery Good970096.2
January 1995GoodGoodVery GoodVery Good970096.1
August 1994GoodGoodVery GoodVery Good970096.1
June 1993GoodVery GoodVery GoodVery Good497098.5
October 1992GoodVery GoodVery GoodVery Good497098.5
December 1991GoodVery GoodVery GoodVery Good497098.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.800799010
Deck
Reinforced Concrete Decksq. ft.7,0186,9832780
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.97801520
Reinforced Concrete Pier Caplinear ft.9797000
Joints
Strip Seal Jointlinear ft.5145600
Bearings
Movable Bearingeach50410
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3233081500