OR 202 (HWY 102) over WALLUSKI RIVER


+46.14861, -123.79832
46°08'55" N, 123°47'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 202 (HWY 102) over WALLUSKI RIVER
Structure number:02320A102 00460
Location:03.2 MI SE ASTORIA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:62.7 ft. [19.1 m]
Total length:484.9 ft. [147.8 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Movable - Lift [15]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:87.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory170087.2
October 2015FairSatisfactorySatisfactorySatisfactory190086.5
October 2013FairGoodSatisfactorySatisfactory110089.5
October 2011FairGoodSatisfactorySatisfactory110089.5
October 2009FairSatisfactorySatisfactorySatisfactory270082.3
September 2007FairSatisfactorySatisfactorySatisfactory240083.5
May 2005FairSatisfactorySatisfactoryGood240083.5
October 2003FairFairSatisfactoryGood240082.4
October 2001FairSatisfactorySatisfactoryGood230083.8
October 1999FairSatisfactorySatisfactoryVery Good220089.2
October 1997FairSatisfactorySatisfactoryVery Good250090.3
September 1995FairSatisfactorySatisfactoryVery Good250090.3
November 1993FairSatisfactorySatisfactoryVery Good250090.3
February 1992FairSatisfactorySatisfactoryVery Good205092.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.7500675750
Steel Protective Coatingsq. ft.15,748014,1731,5750
Prestressed Concrete Decksq. ft.12,96012,9170430
Wearing Surfacessq. ft.12,96012,960000
Reinforced Concrete Columneach4242000
Reinforced Concrete Abutmentlinear ft.7270200
Reinforced Concrete Pile Cap/Footinglinear ft.249024900
Steel Pileeach40400
Prestressed Concrete Pileeach8768010
Reinforced Concrete Pier Caplinear ft.324324000
Open Grid Decksq. ft.4,5004,500000
Open Jointlinear ft.7267050
Other Jointlinear ft.32400180144
Elastomeric Bearingeach288288000
Movable Bearingeach128400
Steel Protective Coatingsq. ft.2424000
Fixed Bearingeach1601600
Steel Protective Coatingsq. ft.3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9729314010
Steel Protective Coatingsq. ft.6,5705,91365700