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FAIRLANE ROAD over DAVIS CREEK

Map

Coordinates:
+42.45626, -83.74025
42°27'23" N, 83°44'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAIRLANE ROAD over DAVIS CREEK
Structure number:000000000005860
Old structure number:47306H00006B010 (from 1992 edition)
Location:SEC 28 GREEN OAK TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.9 ft. [15.5 m]
Total length:54.8 ft. [16.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1996
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:158 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodVery GoodVery Good158100.0
November 2016GoodGoodVery GoodVery Good158100.0
November 2014GoodGoodVery GoodVery Good158100.0
November 2012GoodVery GoodVery GoodVery Good160100.0
November 2010GoodVery GoodVery GoodVery Good27099.9
October 2008GoodVery GoodVery GoodVery Good27099.9
October 2006GoodVery GoodVery GoodVery Good214100.0
October 2004GoodExcellentExcellentExcellent214100.0
September 2002GoodExcellentExcellentExcellent214100.0
June 1998GoodExcellentExcellentExcellent25099.9
July 1996GoodExcellentExcellentExcellent25099.9
May 1995PoorPoorSerious--19.5
June 1993PoorPoorSerious--19.5
May 1991PoorPoorSerious--19.5