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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2013]
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:92.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201692.6GoodGoodGoodGood-6300
May 201493.4GoodGoodGoodGood-5900
May 201293.4GoodGoodVery GoodVery Good-5900
May 201085.2GoodGoodVery GoodVery Good-6850
August 200885.2GoodGoodVery GoodVery Good-6850
September 200785.2GoodGoodVery GoodVery Good-6850
September 200585.2GoodGoodVery GoodVery Good-6850
September 200385.2GoodVery GoodVery GoodVery Good-6850
September 200185.0GoodVery GoodVery GoodVery Good-7300
July 200085.0GoodVery GoodVery GoodVery Good-7300
May 199885.0GoodVery GoodVery GoodVery Good-7300
July 199786.6GoodVery GoodVery GoodVery Good-5165
June 199686.6GoodVery GoodVery GoodVery Good-5165
May 199586.7GoodVery GoodVery GoodVery Good-5165
March 199485.0GoodVery GoodVery GoodVery Good-6100
April 199285.0GoodVery GoodVery GoodVery Good-6100
April 199185.0GoodVery GoodVery GoodVery Good-6100