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HOLLY LN over ABERNETHY CREEK

Map

Coordinates:
+45.35967, -122.57089
45°21'35" N, 122°34'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLLY LN over ABERNETHY CREEK
Structure number:06217 060 00184
Location:150 FT S OF REDLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:102.0 ft. [31.1 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1933
Year reconstructed:1967
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 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:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:26.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$512,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactoryPoorGood1200026.6
May 2015FairSatisfactorySatisfactoryGood490053.1
May 2013GoodGoodGoodGood320058.8
May 2011FairSatisfactorySatisfactoryGood320057.8
April 2009FairSatisfactorySatisfactoryGood298658.8
April 2007FairSatisfactorySatisfactoryGood287058.0
May 2005FairSatisfactorySatisfactoryGood287058.0
April 2003FairSatisfactoryGoodGood278762.7
May 2001FairSatisfactoryGoodGood270662.7
April 1999FairSatisfactoryGoodGood270662.7
May 1997FairSatisfactoryGoodGood270662.7
May 1995FairSatisfactoryGoodGood270662.7
May 1993FairSatisfactoryGoodGood260168.8
May 1991FairSatisfactoryGoodGood250068.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.208208000
Steel Protective Coatingsq. ft.572572000
Deck
Reinforced Concrete Decksq. ft.5724928000
Superstructure
Steel Trusslinear ft.208208000
Steel Protective Coatingsq. ft.3,7503,750000
Steel Floor Beamlinear ft.225218070
Steel Protective Coatingsq. ft.2,1282,128000
Steel Gusset Plateeach3634020
Steel Protective Coatingsq. ft.670670000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.130130000
Reinforced Concrete Pile Cap/Footinglinear ft.1818000
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.1212000
Fixed Bearingeach21100
Steel Protective Coatingsq. ft.1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.312312000
Steel Protective Coatingsq. ft.624624000
Deck
Reinforced Concrete Slabsq. ft.2,62602,62600
Wearing Surfacessq. ft.2,5692,569000