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CTH P over WARNER CREEK

Map 

Coordinates:
+43.64755, -90.58862
43°38'51" N, 90°35'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH P over WARNER CREEK
Structure number:B62016400000000
Location:0.5M E JCT STH 131
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:46.9 ft. [14.3 m]
Total length:49.2 ft. [15.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:110 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Better than present minimum criteria [7]
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:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201499.0Not deficientGoodGoodVery Good110
September 201299.0Not deficientVery GoodVery GoodExcellent110
September 201099.0Not deficientVery GoodExcellentExcellent110
September 200899.0Not deficientVery GoodExcellentExcellent110
September 200699.0Not deficientVery GoodExcellentExcellent110
September 200499.0Not deficientExcellentExcellentExcellent110
September 200299.0Not deficientExcellentExcellentExcellent110
September 200099.0Not deficientExcellentExcellentExcellent110
July 199899.0Not deficientVery GoodVery GoodVery Good110
January 1997100.0Not deficientVery GoodVery GoodVery Good100