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CTH F over HILLS CREEK

Map 

Coordinates:
+43.70665, -90.39241
43°42'24" N, 90°23'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH F over HILLS CREEK
Structure number:B62004300000000
Location:2.8M E JCT CTH V
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:31.5 ft. [9.6 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:360 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:37.7 tons [34.3 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:52.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201452.8Not deficientSatisfactoryFairFair360
October 201275.9Not deficientGoodSatisfactorySatisfactory360
October 201075.9Not deficientGoodSatisfactorySatisfactory360
October 200875.9Not deficientGoodSatisfactorySatisfactory360
October 200675.9Not deficientGoodSatisfactorySatisfactory360
October 200475.9Not deficientGoodSatisfactorySatisfactory360
October 200275.9Not deficientGoodSatisfactorySatisfactory360
October 200075.9Not deficientGoodSatisfactorySatisfactory360
May 199875.9Not deficientGoodSatisfactorySatisfactory360
September 199676.2Not deficientVery GoodGoodSatisfactory180
May 199476.6Not deficientVery GoodVery GoodSatisfactory180
October 199276.3Not deficientVery GoodVery GoodSatisfactory330
November 199076.3Not deficientVery GoodVery GoodSatisfactory330