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STH 56 over COX CREEK

Map 

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

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:830 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:91.6 tons [83.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:96.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201496.3Not deficientSatisfactoryGoodGood830
May 201296.0Not deficientSatisfactoryVery GoodVery Good910
May 201096.0Not deficientGoodVery GoodVery Good910
July 200896.0Not deficientGoodVery GoodVery Good910
September 200796.0Not deficientGoodVery GoodVery Good910
September 200595.7Not deficientGoodVery GoodVery Good970
September 200395.7Not deficientGoodVery GoodVery Good970
September 200196.3Not deficientVery GoodVery GoodVery Good820
November 200096.3Not deficientVery GoodVery GoodVery Good820
May 199896.3Not deficientVery GoodVery GoodVery Good820
September 199796.2Not deficientVery GoodVery GoodVery Good840
June 199696.2Not deficientVery GoodVery GoodVery Good840
March 199596.3Not deficientVery GoodVery GoodVery Good840
February 199497.9Not deficientVery GoodVery GoodVery Good430
July 199297.9Not deficientVery GoodVery GoodVery Good430
April 199197.9Not deficientVery GoodVery GoodVery Good430