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U.S. HIGHWAY 395 over EAST WALKER RIVER

Map

Coordinates:
+38.25567, -119.22342
38°15'20" N, 119°13'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. HIGHWAY 395 over EAST WALKER RIVER
Structure number:47 0013
Location:09-MNO-395-76.31
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:27.9 ft. [8.5 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1972
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,950 [as of 2011]
Truck traffic:11% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:76.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$530,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood695076.6
September 2015GoodGoodGoodVery Good695076.6
September 2013GoodGoodGoodGood695075.6
September 2011GoodGoodGoodGood695074.6
August 2009GoodGoodGoodGood715074.6
July 2007GoodGoodGoodGood730074.6
June 2006GoodGoodGoodGood275079.5
June 2005GoodGoodGoodGood275079.5
June 2003GoodGoodGoodGood322578.8
July 2001GoodGoodGoodGood336079.2
June 1999FairSatisfactorySatisfactoryGood336079.2
August 1997FairSatisfactorySatisfactoryGood336079.2
October 1995FairFairVery GoodVery Good350077.6
August 1995FairSatisfactorySatisfactoryGood350078.6
September 1991FairFairVery GoodVery Good510077.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.2423100
Reinforced Concrete Abutmentlinear ft.2626000
Bridge Rail
Other Material Bridge Raillinear ft.5250020
Deck
Reinforced Concrete Slabsq. ft.3252962900
Wearing Surfacessq. ft.250242800