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STH 92 over MT VERNON CREEK

Map

Coordinates:
+42.92154, -89.62233
42°55'18" N, 89°37'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 92 over MT VERNON CREEK
Structure number:B13043200000000
Location:2.2M E JCT CTH U
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:55.1 ft. [16.8 m]
Total length:56.8 ft. [17.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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:Good
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:89.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodVery GoodVery Good130089.4
September 2014GoodGoodVery GoodVery Good130089.4
September 2012GoodGoodVery GoodVery Good134189.4
September 2010GoodGoodVery GoodVery Good134185.8
September 2008GoodGoodVery GoodVery Good134185.8
September 2006GoodGoodVery GoodVery Good134185.8
September 2004GoodVery GoodVery GoodVery Good134185.8
September 2002GoodVery GoodVery GoodVery Good134185.8
November 2000GoodVery GoodVery GoodVery Good88088.3
September 1999GoodVery GoodVery GoodVery Good88088.3