+43.10638, -89.32510
43°06'23" N, 89°19'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 30 EB over SOO LINE RR
Structure number:B13044000000000
Location:0.8M E JCT USH 151
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:132.6 ft. [40.4 m]
Total length:455.4 ft. [138.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:1996
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:5
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,300 [as of 2014]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances 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:83.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,667,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodGoodGood1730083.0
May 2014GoodGoodGoodGood1730081.0
May 2012GoodGoodVery GoodVery Good1730081.0
May 2010GoodVery GoodVery GoodVery Good1730081.0
May 2008GoodVery GoodVery GoodVery Good1730081.0
May 2006GoodVery GoodVery GoodVery Good3435781.0
July 2004GoodVery GoodVery GoodVery Good3435781.0
July 2002GoodGoodVery GoodVery Good3435781.0
April 2001GoodGoodVery GoodVery Good1112077.0
September 1999GoodGoodVery GoodVery Good1112077.0
October 1998GoodVery GoodVery GoodVery Good1112077.0
October 1997GoodVery GoodVery GoodVery Good1112077.0
December 1996GoodVery GoodVery GoodVery Good1112077.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.4,8454,8351000
Reinforced Concrete Decksq. ft.20,48220,28120100
Reinforced Concrete Columneach2019100
Reinforced Concrete Pier Walllinear ft.229222700
Reinforced Concrete Abutmentlinear ft.1891711800
Reinforced Concrete Pier Caplinear ft.4604421800
Strip Seal Jointlinear ft.153015300
Elastomeric Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,00792173130