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CTH D over CHURCH VALLEY CREEK

Map

Coordinates:
+44.48083, -91.89500
44°28'51" N, 91°53'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH D over CHURCH VALLEY CREEK
Structure number:B06008700000000
Location:0.2M W JCT CTH F
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.9 ft. [14.0 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1991
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:303 [as of 2015]
Truck traffic:12% of total traffic
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: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:92.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodVery GoodVery GoodVery Good30392.4
September 2016GoodVery GoodVery GoodVery Good30392.4
September 2014GoodVery GoodVery GoodVery Good28092.4
October 2012GoodVery GoodVery GoodVery Good28092.4
October 2010GoodVery GoodVery GoodVery Good28092.4
November 2008GoodVery GoodVery GoodVery Good28092.4
November 2007GoodVery GoodVery GoodVery Good28092.4
October 2006GoodVery GoodVery GoodVery Good28092.4
October 2004GoodVery GoodVery GoodVery Good28092.4
September 2002GoodVery GoodVery GoodVery Good28092.4
September 2000GoodVery GoodVery GoodVery Good28092.4
September 1998GoodVery GoodVery GoodVery Good28092.4
March 1996GoodExcellentExcellentExcellent21096.9
March 1994GoodExcellentExcellentExcellent21096.9
March 1992GoodExcellentExcellentExcellent16096.9
February 1990----16096.9