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STH 55 over JONES CREEK

Map

Coordinates:
+45.85261, -88.82005
45°51'09" N, 88°49'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 55 over JONES CREEK
Structure number:B21001800000000
Location:15.2M N JCT STH 32 TO N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:26.6 ft. [8.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:2001
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2017]
Truck traffic:12% of total traffic
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:Better than present minimum criteria [7]
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:98.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryGood16098.2
August 2015FairSatisfactorySatisfactoryGood16098.2
August 2013FairSatisfactoryGoodVery Good16098.2
August 2011GoodGoodGoodVery Good16098.2
August 2009GoodGoodGoodVery Good13098.3
August 2007GoodVery GoodVery GoodExcellent13098.3
August 2005GoodVery GoodExcellentExcellent13098.3
June 2003GoodVery GoodExcellentExcellent13098.3
October 2001GoodExcellentExcellentExcellent16098.1