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ONE MILE ROAD over TAYLOR CREEK

Map

Coordinates:
+46.12244, -84.38418
46°07'21" N, 84°23'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ONE MILE ROAD over TAYLOR CREEK
Structure number:000000000005994
Old structure number:49308D00013B010 (from 1992 edition)
Location:2.5 M S 1 M W OF PICKFORD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1995
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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 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]
Sufficiency rating:94.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodVery Good4094.6
October 2015GoodGoodGoodVery Good4094.6
October 2013GoodGoodGoodVery Good17092.4
October 2011GoodGoodGoodVery Good17092.4
November 2009GoodGoodGoodVery Good17092.4
November 2007GoodGoodGoodVery Good17092.4
October 2005GoodGoodVery GoodVery Good17092.4
September 2003GoodVery GoodVery GoodVery Good17092.4
December 2001GoodVery GoodVery GoodVery Good17092.4
December 1999GoodVery GoodVery GoodVery Good17092.4
October 1997GoodVery GoodVery GoodVery Good17092.4
August 1995GoodVery GoodVery GoodVery Good17092.7
June 1993PoorFairCriticalCritical2023.2
April 1991Poor-CriticalCritical2023.2