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HWY 130 over LITTLE NESTUCCA RIVER

Map

Coordinates:
+45.11085, -123.85262
45°06'39" N, 123°51'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY 130 over LITTLE NESTUCCA RIVER
Structure number:01858A130 00597
Location:060 MI E HWY 9 JCT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:120.1 ft. [36.6 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:660 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:46.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$922,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairGood66046.3
February 2015FairSatisfactoryFairGood52546.5
February 2013FairSatisfactoryFairGood52546.5
February 2011FairSatisfactoryFairGood52546.5
February 2009FairSatisfactoryFairGood52544.7
February 2007FairGoodFairGood53045.1
February 2005FairGoodFairGood40045.2
February 2003FairGoodFairVery Good39045.2
February 2001FairGoodFairVery Good41045.1
February 1999FairGoodFairVery Good41045.1
February 1997FairGoodFairVery Good42045.1
February 1995PoorGoodPoorVery Good42036.7
February 1993PoorGoodPoorVery Good42036.7
July 1992PoorGoodPoorVery Good60036.5
April 1991PoorSatisfactoryPoorVery Good60036.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.252025020
Steel Stringerlinear ft.6005900100
Steel Protective Coatingsq. ft.2,1722,172000
Deck
Reinforced Concrete Decksq. ft.2,5222,522000
Wearing Surfacessq. ft.1,9681,968000
Superstructure
Steel Trusslinear ft.24015410760
Steel Protective Coatingsq. ft.7,8467,846000
Steel Floor Beamlinear ft.1331230100
Steel Protective Coatingsq. ft.735735000
Deck
Reinforced Concrete Top Flangesq. ft.1,2301,228020
Wearing Surfacessq. ft.960960000
Superstructure
Steel Gusset Plateeach48360111
Steel Protective Coatingsq. ft.284284000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.4141000
Reinforced Concrete Pier Caplinear ft.4141000
Joints
Other Jointlinear ft.802020040
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.3030000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.376370510
Steel Protective Coatingsq. ft.1,0601,060000