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STH 113 SB-NORTHPO over YAHARA RIVER

Map

Coordinates:
+43.15078, -89.40215
43°09'03" N, 89°24'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 113 SB-NORTHPO over YAHARA RIVER
Structure number:B13055600000000
Location:0.2M S JCT CTH M
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:92.5 ft. [28.2 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:2004
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:Concrete continuous [2]
Main spans design:Slab [01]
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:Good
Status:Open, no restriction [A]
Average daily traffic:8,650 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodVery Good8650100.0
September 2014GoodGoodGoodVery Good8650100.0
September 2012GoodGoodGoodVery Good8650100.0
September 2010GoodGoodGoodVery Good865099.6
October 2008GoodVery GoodVery GoodVery Good880099.6
October 2006GoodVery GoodVery GoodVery Good2295098.9
October 2004GoodVery GoodVery GoodExcellent2295098.9