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NORDYKE RD over WEST FORK WALKER RVR

Map

Coordinates:
+38.88937, -119.17934
38°53'22" N, 119°10'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORDYKE RD over WEST FORK WALKER RVR
Structure number:B1611
Location:SOUTH OF YERINGTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:73 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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: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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:66.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$164,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactoryGoodFair7366.5
January 2016FairSatisfactoryGoodFair7366.5
May 2015FairSatisfactoryGoodFair7366.5
May 2014FairSatisfactoryGoodFair6666.7
May 2013FairGoodGoodFair6666.7
August 2011FairGoodGoodSatisfactory6676.7
April 2009FairGoodGoodSatisfactory6695.0
April 2007FairGoodGoodSatisfactory6695.0
April 2005FairGoodGoodSatisfactory6095.0
September 2003FairGoodGoodSatisfactory6095.0
May 2001FairGoodGoodSatisfactory6087.9
November 2000FairGoodGoodSatisfactory6087.9
May 1999FairGoodGoodSatisfactory6087.9
May 1997FairGoodGoodSatisfactory5588.0
May 1995FairGoodGoodSatisfactory5080.5
May 1993FairGoodVery GoodSatisfactory5080.5
April 1991FairGoodGoodFair2054.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6376053200
Deck
Reinforced Concrete Decksq. ft.1,04662542100
Substructure
Reinforced Concrete Abutmentlinear ft.3903090
Reinforced Concrete Pile Cap/Footinglinear ft.39190200
Bearings
Enclosed/Concealed Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.98148400