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LRD HAGEN LANE (DE over COON CREEK

Map 

Coordinates:
+43.67622, -91.05512
43°40'34" N, 91°03'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD HAGEN LANE (DE over COON CREEK
Structure number:B62019600000000
Location:0.1M S JCT STH 162
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:46.9 ft. [14.3 m]
Total length:49.5 ft. [15.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:2001
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:10 [as of 2012]
Truck traffic:12% 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: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:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2014100.0Not deficientGoodGoodGood10
May 2012100.0Not deficientGoodGoodGood10
May 2010100.0Not deficientVery GoodVery GoodVery Good10
May 2008100.0Not deficientVery GoodVery GoodExcellent10
May 2006100.0Not deficientExcellentExcellentExcellent10
May 2004100.0Not deficientExcellentExcellentExcellent10
January 2002100.0Not deficientExcellentExcellentExcellent10