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KILMANAGH ROAD over SHEBEON DRAIN

Map

Coordinates:
+43.75622, -83.35385
43°45'22" N, 83°21'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KILMANAGH ROAD over SHEBEON DRAIN
Structure number:000000000003673
Old structure number:32328H00001B010 (from 1992 edition)
Location:SEC. 31 WINSOR TWP.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.2 ft. [14.4 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:425 [as of 2009]
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:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:80.6 tons [73.3 metric tons]
Inventory rating:48.3 tons [43.9 metric tons]
Sufficiency rating:99.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201599.8GoodGoodGoodGood-425
September 201399.8GoodGoodGoodVery Good-425
September 201199.8GoodGoodGoodVery Good-425
September 200999.8GoodGoodGoodVery Good-425
August 200799.8GoodGoodGoodVery Good-425
August 200599.8GoodGoodGoodVery Good-425
August 200399.8GoodVery Good-Very Good-423
February 200399.9GoodVery Good-Very Good-150
March 200199.9GoodVery Good-Very Good-150
December 199999.9GoodVery GoodVery GoodVery Good-150
September 199799.9GoodVery GoodVery GoodVery Good-150
September 199599.9GoodVery GoodVery GoodVery Good-150
July 199399.9GoodExcellentExcellentExcellent-150
June 199113.8PoorCriticalSeriousPoorSD200