+42.25534, -123.16931
42°15'19" N, 123°10'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 238 (HWY 272) over APPLEGATE R (APPLEGATE)
Structure number:01992 272 01804
Location:00.1 S APPLEGATE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:180.1 ft. [54.9 m]
Total length:274.9 ft. [83.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
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:Epoxy Overlay [5]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:49.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,409,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactoryFair280049.2
May 2016FairSatisfactorySatisfactorySatisfactory260062.7
May 2014FairSatisfactorySatisfactorySatisfactory230063.6
May 2012FairFairSatisfactorySatisfactory230062.5
June 2011FairFairSatisfactorySatisfactory230062.5
June 2009FairFairSatisfactorySatisfactory230055.1
May 2008PoorFairSatisfactorySerious242419.0
October 2007FairFairSatisfactorySatisfactory240054.5
September 2006FairSatisfactoryGoodGood260053.3
October 2005FairSatisfactoryGoodGood260053.3
October 2003FairSatisfactoryGoodGood230053.7
October 2001FairSatisfactoryGoodFair220042.1
July 2000PoorFairGoodPoor220033.8
October 1999FairSatisfactoryVery GoodGood220054.3
October 1997FairSatisfactoryVery GoodGood195055.9
October 1995FairSatisfactoryVery GoodGood195058.7
October 1993GoodGoodGoodVery Good195049.6
October 1991GoodGoodVery GoodVery Good195049.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Girder/Beamlinear ft.9509232700
Steel Stringerlinear ft.1,08060048000
Steel Protective Coatingsq. ft.4,71603,9967200
Reinforced Concrete Decksq. ft.7,2477,2173000
Wearing Surfacessq. ft.6,6006,598020
Steel Trusslinear ft.3521034110
Steel Protective Coatingsq. ft.17,70772816,6493300
Steel Floor Beamlinear ft.260026000
Steel Protective Coatingsq. ft.2,13001,7563740
Steel Gusset Plateeach72293580
Steel Protective Coatingsq. ft.9840916680
Reinforced Concrete Columneach43100
Timber Columneach2591600
Timber Abutmentlinear ft.90583200
Reinforced Concrete Pile Cap/Footinglinear ft.6564100
Reinforced Concrete Pier Caplinear ft.6563110
Timber Pier Caplinear ft.2201813900
Pourable Jointlinear ft.4848000
Open Jointlinear ft.2424000
Other Jointlinear ft.4804440
Movable Bearingeach20200
Steel Protective Coatingsq. ft.4003550
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.3003000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.360036000
Steel Protective Coatingsq. ft.1,4660587733146
Timber Bridge Raillinear ft.1901048600