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LRD DELL ROAD over WEISTER CREEK

Map 

Coordinates:
+43.66780, -90.68893
43°40'04" N, 90°41'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD DELL ROAD over WEISTER CREEK
Structure number:B62008200000000
Location:0.9M N JCT CTH P
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:47.2 ft. [14.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:80 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 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:50.3 tons [45.7 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:94.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.4Not deficientGoodSatisfactoryGood80
May 201294.4Not deficientVery GoodGoodGood80
May 201094.4Not deficientVery GoodGoodGood80
May 200894.4Not deficientVery GoodGoodGood80
May 200694.4Not deficientVery GoodVery GoodVery Good80
May 200494.4Not deficientVery GoodVery GoodVery Good80
May 200294.4Not deficientVery GoodVery GoodVery Good80
May 200094.4Not deficientVery GoodVery GoodVery Good80
June 199894.4Not deficientExcellentExcellentVery Good80
August 199694.4Not deficientExcellentExcellentVery Good80
April 199494.9Not deficientExcellentExcellentVery Good80
November 199294.9Not deficientVery GoodExcellentVery Good80
November 199094.9Not deficientVery GoodExcellentVery Good80