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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:92 [as of 2015]
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 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:96.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.4GoodGoodGoodGood-92
May 201494.4FairGoodSatisfactoryGood-80
May 201294.4GoodVery GoodGoodGood-80
May 201094.4GoodVery GoodGoodGood-80
May 200894.4GoodVery GoodGoodGood-80
May 200694.4GoodVery GoodVery GoodVery Good-80
May 200494.4GoodVery GoodVery GoodVery Good-80
May 200294.4GoodVery GoodVery GoodVery Good-80
May 200094.4GoodVery GoodVery GoodVery Good-80
June 199894.4GoodExcellentExcellentVery Good-80
August 199694.4GoodExcellentExcellentVery Good-80
April 199494.9GoodExcellentExcellentVery Good-80
November 199294.9GoodVery GoodExcellentVery Good-80
November 199094.9GoodVery GoodExcellentVery Good-80