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LUX LN over WALKER RVR

Map

Coordinates:
+39.09111, -119.12522
39°05'28" N, 119°07'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LUX LN over WALKER RVR
Structure number:B1608
Location:NORTH OF YERINGTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:Other State Agencies [21]
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Girder and floorbeam system [03]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:79.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$307,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair6179.5
April 2015FairSatisfactorySatisfactoryFair6179.5
April 2013FairGoodSatisfactoryFair5579.5
April 2011FairGoodSatisfactoryFair5579.4
April 2009FairGoodSatisfactoryFair5542.7
April 2007FairGoodSatisfactoryFair5542.7
May 2005FairGoodSatisfactoryFair5042.7
April 2003FairGoodSatisfactoryFair5042.7
April 2001FairGoodSatisfactoryFair5051.6
October 2000FairGoodSatisfactoryFair5051.6
May 1999FairGoodSatisfactoryFair5051.6
May 1997FairGoodGoodFair5051.6
May 1995FairGoodGoodFair5051.9
May 1993GoodVery GoodGoodGood5049.8
April 1991GoodVery GoodGoodGood5077.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.3600360
Deck
Open Grid Decksq. ft.1,08058050000
Steel Protective Coatingsq. ft.1,08058000500
Bearings
Fixed Bearingeach43100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120012000
Steel Protective Coatingsq. ft.120000120