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CTH P over BREY VALLEY CREEK

Map 

Coordinates:
+43.72443, -90.58140
43°43'28" N, 90°34'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH P over BREY VALLEY CREEK
Structure number:P62015400000000
Location:0.4M N JCT STH 33
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.6 ft. [8.1 m]
Total length:27.6 ft. [8.4 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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: August 2015 

Status:Posted for load [P]
Average daily traffic:206 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:10.8 tons [9.8 metric tons]
Inventory rating:7.2 tons [6.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:41.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$183,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201541.8Structurally deficientSatisfactorySatisfactoryFair206
September 201441.8Structurally deficientSatisfactorySatisfactoryFair190
September 201255.0Not deficientFairFairFair190
September 201055.0Not deficientFairFairFair190
September 200855.0Not deficientFairFairFair190
September 200655.0Not deficientFairFairFair190
September 200455.0Not deficientFairFairFair190
September 200255.0Not deficientFairFairFair190
September 200056.0Not deficientVery GoodGoodFair190
August 199856.0Not deficientVery GoodGoodFair190
November 199656.0Not deficientVery GoodGoodFair240
May 199465.1Not deficientVery GoodVery GoodSatisfactory240
July 199265.1Not deficientVery GoodVery GoodSatisfactory240
October 199065.1Not deficientVery GoodVery GoodSatisfactory240