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LRD HILLTOP RD over COON CREEK

Map 

Coordinates:
+43.65270, -91.16598
43°39'10" N, 91°09'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD HILLTOP RD over COON CREEK
Structure number:B62020000000000
Location:0.2M N JCT STH 162
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:121.7 ft. [37.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:15°
Owner:Town or Township Highway Agency [03]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans 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:85 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:64.7 tons [58.8 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.6Not deficientGoodGoodGood85
May 201294.6Not deficientGoodGoodGood85
May 201094.6Not deficientGoodGoodGood85
May 2008100.0Not deficientVery GoodVery GoodVery Good85
May 2006100.0Not deficientVery GoodVery GoodVery Good85
May 2004100.0Not deficientVery GoodVery GoodVery Good85
March 2002100.0Not deficientVery GoodVery GoodVery Good85
March 2000100.0Not deficientVery GoodVery GoodVery Good85
April 1998100.0Not deficientVery GoodVery GoodVery Good85
July 1996100.0Not deficientVery GoodVery GoodVery Good85
March 1994100.0Not deficientVery GoodExcellentExcellent85
July 1992100.0Not deficientVery GoodExcellentVery Good85
July 1990100.0Not deficient-ExcellentVery Good85