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CTH K over HOHLFELD COULEE CREEK

Map 

Coordinates:
+43.67912, -91.10468
43°40'45" N, 91°06'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH K over HOHLFELD COULEE CREEK
Structure number:B62005500000000
Location:0.8M N JCT STH 162
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:75.1 ft. [22.9 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:43°
Owner:County Highway Agency [02]
Year built:1978
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2012]
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:77.2 tons [70.2 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.3Not deficientFairSatisfactoryGood1100
August 201298.3Not deficientSatisfactoryVery GoodVery Good1100
August 201098.3Not deficientVery GoodVery GoodVery Good1100
August 200898.3Not deficientVery GoodVery GoodVery Good1100
August 200698.3Not deficientVery GoodVery GoodVery Good1100
August 200498.3Not deficientVery GoodVery GoodVery Good1100
August 200298.3Not deficientVery GoodVery GoodVery Good1100
August 200098.3Not deficientVery GoodVery GoodVery Good1100
August 199898.3Not deficientSatisfactorySatisfactorySatisfactory1100
May 199699.4Not deficientVery GoodVery GoodVery Good840
April 199499.4Not deficientVery GoodVery GoodVery Good840
October 199299.5Not deficientVery GoodVery GoodVery Good670
November 199099.5Not deficientVery GoodVery GoodVery Good670