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OLD SR 3C over EAST WALKER RIVER

Map

Coordinates:
+38.54800, -118.95008
38°32'53" N, 118°57'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD SR 3C over EAST WALKER RIVER
Structure number:B1475
Location:WEST OF HAWTHORNE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:24 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:52.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$243,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryPoorSatisfactory2452.2
March 2016PoorSatisfactoryPoorSatisfactory2452.2
March 2015PoorSatisfactoryPoorSatisfactory2452.2
March 2014PoorSatisfactoryPoorSatisfactory2252.2
March 2013PoorSatisfactoryPoorSatisfactory2252.2
March 2012PoorGoodPoorSatisfactory2250.0
March 2011PoorGoodPoorSatisfactory2253.2
September 2010PoorSatisfactoryPoorSatisfactory2258.7
September 2009PoorGoodPoorSatisfactory2258.7
September 2008PoorGoodPoorSatisfactory2258.7
October 2007PoorGoodPoorSatisfactory2258.7
November 2006PoorGoodPoorSatisfactory2058.7
March 2005PoorGoodPoorSatisfactory2062.7
September 2003FairGoodFairSatisfactory2078.8
June 2001PoorGoodSatisfactoryPoor2058.7
October 2000PoorGoodSatisfactoryPoor2058.7
May 1999FairGoodSatisfactoryFair2074.8
June 1997FairGoodSatisfactoryFair2074.8
May 1995FairVery GoodSatisfactorySatisfactory2085.8
May 1993FairExcellentGoodSatisfactory2085.8
April 1991FairFairSatisfactorySatisfactory1084.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.9466621421420
Substructure
Reinforced Concrete Columneach106040
Reinforced Concrete Abutmentlinear ft.431016170
Reinforced Concrete Pile Cap/Footinglinear ft.4343000
Reinforced Concrete Pier Caplinear ft.4334090
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.88583000