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CTH E over BR WAUMANDEE CREEK

Map

Coordinates:
+44.29694, -91.68056
44°17'49" N, 91°40'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH E over BR WAUMANDEE CREEK
Structure number:B06014800000000
Location:1.6M E JCT CTH U
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.8 ft. [16.7 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:2005
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:439 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:94.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodExcellentExcellent43994.2
October 2014GoodVery GoodExcellentExcellent41594.2
October 2012GoodVery GoodExcellentExcellent41594.2
October 2010GoodVery GoodExcellentExcellent41594.2
November 2008GoodVery GoodExcellentExcellent41594.2
December 2007GoodExcellentExcellentExcellent41594.2
October 2006GoodExcellentExcellentExcellent41594.2
July 2005GoodExcellentExcellentExcellent41594.2