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CTH C over SWINNS VALLEY CREEK

Map

Coordinates:
+44.30250, -91.55444
44°18'09" N, 91°33'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH C over SWINNS VALLEY CREEK
Structure number:B06007600000000
Location:3.6M N JCT STH 95
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.7 ft. [13.0 m]
Total length:44.6 ft. [13.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1989
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:824 [as of 2015]
Deck condition:Very Good [8 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good82481.7
October 2016GoodVery GoodVery GoodVery Good82481.7
October 2014GoodVery GoodVery GoodVery Good76081.9
October 2012GoodVery GoodVery GoodVery Good76082.9
October 2010GoodVery GoodVery GoodVery Good76084.9
November 2008GoodVery GoodVery GoodVery Good76084.9
December 2007GoodVery GoodVery GoodVery Good76084.9
October 2006GoodVery GoodVery GoodVery Good76084.9
October 2004GoodVery GoodVery GoodVery Good76084.9
October 2002GoodVery GoodVery GoodVery Good76084.9
September 2000GoodVery GoodVery GoodVery Good76084.8
September 1998GoodVery GoodVery GoodVery Good76084.8
March 1996GoodVery GoodVery GoodVery Good60092.8
March 1994GoodVery GoodVery GoodVery Good60092.8
April 1992GoodVery GoodExcellentExcellent43093.1
February 1990GoodVery GoodExcellentExcellent43093.1