+43.55661, -91.10846
43°33'24" N, 91°06'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 56 over COX CREEK
Structure number:B62006000000000
Location:6.5M E JCT CTH K
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:101.1 ft. [30.8 m]
Total length:107.3 ft. [32.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1983
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: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:900 [as of 2015]
Truck traffic:5% 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: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: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]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:98.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201698.4GoodVery GoodVery GoodVery Good-900
May 201496.3FairSatisfactoryGoodGood-830
May 201296.0FairSatisfactoryVery GoodVery Good-910
May 201096.0GoodGoodVery GoodVery Good-910
July 200896.0GoodGoodVery GoodVery Good-910
September 200796.0GoodGoodVery GoodVery Good-910
September 200595.7GoodGoodVery GoodVery Good-970
September 200395.7GoodGoodVery GoodVery Good-970
September 200196.3GoodVery GoodVery GoodVery Good-820
November 200096.3GoodVery GoodVery GoodVery Good-820
May 199896.3GoodVery GoodVery GoodVery Good-820
September 199796.2GoodVery GoodVery GoodVery Good-840
June 199696.2GoodVery GoodVery GoodVery Good-840
March 199596.3GoodVery GoodVery GoodVery Good-840
February 199497.9GoodVery GoodVery GoodVery Good-430
July 199297.9GoodVery GoodVery GoodVery Good-430
April 199197.9GoodVery GoodVery GoodVery Good-430