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HWY 130 over LITTLE NESTUCCA RIVER

Map

Coordinates:
+45.11693, -123.86546
45°07'01" N, 123°51'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY 130 over LITTLE NESTUCCA RIVER
Structure number:01859A130 00511
Location:051 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:16.1 ft. [4.9 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:1952
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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:49.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,015,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairGood66049.5
February 2015FairSatisfactoryFairGood58649.6
February 2013PoorSatisfactoryPoorGood58634.0
February 2011PoorSatisfactoryPoorGood58634.0
February 2009PoorSatisfactoryPoorGood58631.3
February 2007PoorGoodPoorGood48028.7
February 2005FairGoodFairVery Good42046.8
February 2003FairGoodFairVery Good41046.9
February 2001FairGoodFairVery Good41046.8
February 1999FairGoodFairVery Good41046.8
February 1997PoorGoodSeriousVery Good42012.4
February 1995PoorGoodSeriousVery Good42016.5
February 1993PoorGoodSeriousVery Good42016.5
July 1992PoorGoodSeriousVery Good60014.6
April 1991FairGoodFairGood60046.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2401598010
Steel Stringerlinear ft.6005800200
Steel Protective Coatingsq. ft.2,1722,172000
Deck
Reinforced Concrete Decksq. ft.2,5222,5111010
Wearing Surfacessq. ft.1,9681,968000
Superstructure
Steel Trusslinear ft.2406321750
Steel Protective Coatingsq. ft.8,0468,046000
Steel Floor Beamlinear ft.1331050280
Steel Protective Coatingsq. ft.735735000
Deck
Reinforced Concrete Top Flangesq. ft.1,2301,223070
Wearing Surfacessq. ft.960960000
Superstructure
Steel Gusset Plateeach56360155
Steel Protective Coatingsq. ft.288288000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.4141000
Reinforced Concrete Pile Cap/Footinglinear ft.2020000
Reinforced Concrete Pier Caplinear ft.4141000
Joints
Other Jointlinear ft.80400040
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.3030000
Fixed Bearingeach20020
Steel Protective Coatingsq. ft.2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.508498820
Steel Protective Coatingsq. ft.1,0601,060000