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CTH X over AHNAPEE RIVER

Map

Coordinates:
+44.67553, -87.48397
44°40'32" N, 87°29'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH X over AHNAPEE RIVER
Structure number:B15001100000000
Location:0.8M E JCT CTH D
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
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]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:678 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:98.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactoryGood67898.8
September 2014FairSatisfactorySatisfactoryGood60098.8
September 2012GoodGoodGoodGood60098.8
September 2010GoodGoodGoodGood60099.8
October 2008GoodGoodGoodGood60099.8
October 2006GoodGoodGoodGood60099.8
September 2004GoodGoodGoodGood60099.8
July 2003GoodGoodGoodGood60099.8
August 2002GoodGoodGoodGood60099.8
October 2000GoodGoodGoodGood60099.8
December 1998GoodGoodGoodGood60099.8
March 1997GoodVery GoodVery GoodVery Good60099.8
November 1994FairVery GoodVery GoodSatisfactory60099.8
December 1992FairVery GoodVery GoodSatisfactory60099.8
April 1991FairVery GoodVery GoodSatisfactory60099.8