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CTH A over TIFFANY CREEK

Map

Coordinates:
+44.59389, -91.83278
44°35'38" N, 91°49'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH A over TIFFANY CREEK
Structure number:B06009200000000
Location:0.7M E JCT CTH B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
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:141 [as of 2015]
Truck traffic:14% 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:Equal to present minimum criteria [6]
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:99.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodVery Good14199.2
September 2016GoodVery GoodVery GoodVery Good14199.2
September 2014GoodVery GoodVery GoodVery Good13099.2
October 2012GoodVery GoodVery GoodVery Good13097.2
October 2010GoodVery GoodVery GoodVery Good13099.2
October 2008GoodVery GoodVery GoodVery Good13099.9
November 2007GoodVery GoodVery GoodVery Good13099.9
October 2006GoodVery GoodVery GoodVery Good13099.9
October 2004GoodVery GoodVery GoodVery Good13099.9
September 2002GoodVery GoodVery GoodVery Good13099.9
August 2000GoodVery GoodVery GoodVery Good13099.9
September 1998GoodVery GoodVery GoodVery Good13099.9
April 1996GoodVery GoodVery GoodVery Good35099.6
May 1994GoodVery GoodVery GoodVery Good35099.6
April 1992GoodExcellentExcellentExcellent13099.9
March 1990----13099.9