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STH 162 over HUNDER COULEE CREEK

Map 

Coordinates:
+43.65169, -91.16611
43°39'06" N, 91°09'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 162 over HUNDER COULEE CREEK
Structure number:B62008300000000
Location:2.2M N JCT CTH O
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
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: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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:840 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:66.4 tons [60.4 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:84.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201484.9Not deficientFairFairVery Good840
May 201284.9Not deficientSatisfactoryFairVery Good840
May 201096.4Not deficientSatisfactorySatisfactoryVery Good690
July 200896.4Not deficientSatisfactorySatisfactoryVery Good690
September 200796.4Not deficientSatisfactorySatisfactoryVery Good690
September 200596.6Not deficientSatisfactorySatisfactoryVery Good580
September 200396.6Not deficientGoodGoodVery Good580
September 200196.2Not deficientVery GoodVery GoodVery Good770
December 200096.2Not deficientVery GoodVery GoodVery Good770
May 199896.2Not deficientVery GoodVery GoodVery Good770
August 199796.6Not deficientVery GoodVery GoodVery Good590
October 199696.6Not deficientVery GoodVery GoodVery Good590
May 199596.6Not deficientVery GoodVery GoodVery Good590
February 199496.9Not deficientVery GoodVery GoodVery Good450
April 199298.9Not deficientVery GoodVery GoodVery Good450
April 199198.9Not deficientVery GoodVery GoodVery Good450