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STH 35 over CHIPMUNK COULEE CREEK

Map 

Coordinates:
+43.72176, -91.20055
43°43'18" N, 91°12'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 35 over CHIPMUNK COULEE CREEK
Structure number:B62008000000000
Location:4.4M N JCT STH 162
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:62.0 ft. [18.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1987
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:5,900 [as of 2012]
Truck traffic:9% 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: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 the assessed or calculated scour condition. [8]
Operating rating:73.7 tons [67.0 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:93.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201493.4Not deficientGoodGoodGood5900
May 201293.4Not deficientGoodVery GoodVery Good5900
May 201085.2Not deficientGoodVery GoodVery Good6850
August 200885.2Not deficientGoodVery GoodVery Good6850
September 200785.2Not deficientGoodVery GoodVery Good6850
September 200585.2Not deficientGoodVery GoodVery Good6850
September 200385.2Not deficientVery GoodVery GoodVery Good6850
September 200185.0Not deficientVery GoodVery GoodVery Good7300
July 200085.0Not deficientVery GoodVery GoodVery Good7300
May 199885.0Not deficientVery GoodVery GoodVery Good7300
July 199786.6Not deficientVery GoodVery GoodVery Good5165
June 199686.6Not deficientVery GoodVery GoodVery Good5165
May 199586.7Not deficientVery GoodVery GoodVery Good5165
March 199485.0Not deficientVery GoodVery GoodVery Good6100
April 199285.0Not deficientVery GoodVery GoodVery Good6100
April 199185.0Not deficientVery GoodVery GoodVery Good6100