Share:

COUNTY ROUTE 414 over DAWSON CREEK

Map

Coordinates:
+46.57843, -85.58392
46°34'42" N, 85°35'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROUTE 414 over DAWSON CREEK
Structure number:000000000005911
Old structure number:48200006000B010 (from 1992 edition)
Location:0.5 MI NE PINE STUMP JNCT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:55.1 ft. [16.8 m]
Total length:60.0 ft. [18.3 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:2007
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2016]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 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: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:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodExcellentVery Good4099.9
October 2016GoodVery GoodExcellentVery Good4099.9
October 2014GoodVery GoodExcellentVery Good4099.9
October 2012GoodVery GoodExcellentVery Good15099.8
October 2010GoodVery GoodExcellentVery Good15099.8
October 2008GoodExcellentExcellentExcellent15099.8
November 2006PoorSatisfactoryGoodCritical5033.7
October 2005PoorSatisfactoryGoodCritical5033.7
October 2004PoorSatisfactoryGoodCritical5033.7
January 2004PoorSatisfactoryGoodCritical5033.7
November 2002PoorSatisfactoryGoodCritical5033.7
October 2001PoorSatisfactoryGoodCritical5033.7
September 2000PoorSatisfactorySatisfactorySerious5033.7
November 1999PoorSatisfactorySatisfactorySerious5038.7
December 1998PoorSatisfactorySatisfactorySerious5033.7
December 1997PoorSatisfactorySatisfactoryPoor5062.9
August 1996PoorSatisfactorySatisfactoryPoor5062.9
September 1994FairFairFairSatisfactory5077.9
June 1992FairFairFairSatisfactory5082.9
January 1990GoodGoodVery GoodVery Good5094.9