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CTH P over WARNER CREEK

Map 

Coordinates:
+43.64368, -90.49468
43°38'37" N, 90°29'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH P over WARNER CREEK
Structure number:P62095400000000
Location:2.3M W JCT CTH V
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.8 ft. [10.6 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1960
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: August 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:292 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:39.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$220,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201639.4PoorFairPoorFairSD292
October 201455.1FairFairFairFair-270
September 201259.1FairFairFairFair-270
September 201059.1FairFairFairFair-270
September 200859.1FairFairFairFair-270
September 200660.1FairSatisfactoryFairFair-270
September 200460.1FairSatisfactoryFairFair-270
September 200260.1FairSatisfactoryFairFair-270
September 200063.1FairGoodGoodSatisfactory-270
July 199863.1FairVery GoodGoodSatisfactory-270
September 199662.9FairVery GoodGoodSatisfactory-360
May 199463.7FairVery GoodVery GoodSatisfactory-360
October 199275.3FairGoodVery GoodSatisfactory-70
November 199075.3FairGoodVery GoodSatisfactory-70