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STH 162-MILL ST over BR COON CREEK

Map 

Coordinates:
+43.65534, -91.09926
43°39'19" N, 91°05'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 162-MILL ST over BR COON CREEK
Structure number:B62006700000000
Location:0.1M N JCT CTH K TO S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:State Highway Agency [01]
Year built:1984
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:790 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201495.1Not deficientSatisfactorySatisfactoryVery Good790
May 201295.1Not deficientGoodSatisfactoryVery Good790
May 201095.4Not deficientGoodSatisfactoryVery Good1100
August 200895.4Not deficientGoodSatisfactoryVery Good1100
September 200795.4Not deficientGoodSatisfactoryVery Good1100
September 200596.0Not deficientGoodSatisfactoryVery Good850
September 200396.0Not deficientVery GoodGoodVery Good850
September 200196.0Not deficientVery GoodVery GoodVery Good840
December 200096.0Not deficientVery GoodVery GoodVery Good840
May 199896.0Not deficientVery GoodVery GoodVery Good840
August 199795.8Not deficientVery GoodVery GoodVery Good935
November 199695.8Not deficientVery GoodVery GoodVery Good935
May 199595.8Not deficientVery GoodVery GoodVery Good935
February 199496.0Not deficientVery GoodVery GoodVery Good850
April 199296.0Not deficientVery GoodVery GoodVery Good850
April 199198.0Not deficientVery GoodVery GoodVery Good850