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RUTLEDGE ROAD over MUNUSCONG RIVER

Map

Coordinates:
+46.13623, -84.40495
46°08'10" N, 84°24'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RUTLEDGE ROAD over MUNUSCONG RIVER
Structure number:000000000005993
Old structure number:49308D00010B010 (from 1992 edition)
Location:1.5 M S 2 M W OF PICKFORD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.8 ft. [10.9 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good60100.0
October 2015GoodVery GoodVery GoodVery Good60100.0
October 2013GoodVery GoodVery GoodVery Good60100.0
October 2011GoodVery GoodVery GoodVery Good60100.0
November 2009GoodExcellentExcellentExcellent60100.0
November 2007GoodExcellentExcellentExcellent60100.0
October 2006GoodExcellentExcellentExcellent60100.0
October 2005PoorVery GoodSeriousCritical6022.3
June 2004PoorExcellentSeriousCritical6022.3
September 2003PoorCriticalSeriousCritical6026.9
December 2001PoorCriticalSeriousCritical6026.9
December 1999PoorCriticalSeriousCritical6026.9
July 1999PoorCriticalSeriousCritical6031.9
October 1997PoorImminent FailureSeriousCritical6026.9
August 1995PoorCriticalSeriousCritical6019.2
June 1993PoorCriticalSeriousCritical6019.2
April 1991PoorCriticalSeriousCritical6019.2