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CTH P over WARNER CREEK

Map 

Coordinates:
+43.64387, -90.54867
43°38'38" N, 90°32'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH P over WARNER CREEK
Structure number:B62023300000000
Location:3.3M E JCT STH 131
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:95.2 tons [86.5 metric tons]
Inventory rating:57.0 tons [51.8 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201499.0Not deficientGoodGoodGood250
September 201299.0Not deficientExcellentExcellentExcellent250
September 201099.0Not deficientExcellentExcellentExcellent250
September 200899.0Not deficientExcellentExcellentExcellent250
November 200699.0Not deficientExcellentExcellentExcellent250