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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 2016

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:41.3
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201641.3FairSatisfactorySatisfactoryFairSD206
August 201541.8FairSatisfactorySatisfactoryFairSD206
September 201441.8FairSatisfactorySatisfactoryFairSD190
September 201255.0FairFairFairFair-190
September 201055.0FairFairFairFair-190
September 200855.0FairFairFairFair-190
September 200655.0FairFairFairFair-190
September 200455.0FairFairFairFair-190
September 200255.0FairFairFairFair-190
September 200056.0FairVery GoodGoodFair-190
August 199856.0FairVery GoodGoodFair-190
November 199656.0FairVery GoodGoodFair-240
May 199465.1FairVery GoodVery GoodSatisfactory-240
July 199265.1FairVery GoodVery GoodSatisfactory-240
October 199065.1FairVery GoodVery GoodSatisfactory-240