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US HIGHWAY 395 NB over FIVE MILE CANYON

Map

Coordinates:
+35.87120, -117.88262
35°52'16" N, 117°52'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US HIGHWAY 395 NB over FIVE MILE CANYON
Structure number:48 0046R
Location:09-INY-395-R5.12R
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:84.0 ft. [25.6 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,400 [as of 2006]
Truck traffic:12% of total traffic
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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:97.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood640097.4
September 2014GoodGoodVery GoodVery Good640097.4
August 2012FairFairSatisfactoryGood640096.4
October 2010FairFairSatisfactoryGood640096.4
September 2008FairFairSatisfactoryGood640096.4
November 2006FairFairSatisfactoryGood305096.7
May 2004FairFairSatisfactoryGood305095.7
March 2004FairGoodSatisfactoryGood580096.5
July 2002FairGoodSatisfactoryGood580097.5
March 2001FairSatisfactoryGoodGood289097.7
August 1998FairSatisfactoryGoodGood289097.7
May 1997GoodGoodGoodGood289097.7
August 1996GoodGoodVery GoodVery Good280097.8
June 1994GoodGoodVery GoodVery Good280097.8
August 1992GoodGoodVery GoodVery Good325097.8
September 1990GoodGoodVery GoodVery Good325097.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.5252000
Deck
Reinforced Concrete Top Flangesq. ft.6606005910
Wearing Surfacessq. ft.384384000
Substructure
Reinforced Concrete Pier Walllinear ft.1715200
Reinforced Concrete Abutmentlinear ft.4242000
Steel Pileeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.104525200