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CTH N over PURDY VALLEY CREEK

Map 

Coordinates:
+43.53750, -91.04639
43°32'15" N, 91°02'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH N over PURDY VALLEY CREEK
Structure number:B62022800000000
Location:1.8M S JCT STH 56
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:40°
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 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:254 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 2014100.0Not deficientGoodExcellentExcellent254
August 2012100.0Not deficientVery GoodExcellentExcellent254
August 2010100.0Not deficientExcellentExcellentExcellent254
August 2008100.0Not deficientExcellentExcellentExcellent254
November 2006100.0Not deficientExcellentExcellentExcellent254