OR 273 (HWY 273) over CORP, OR 273 (Hwy 273)


+42.09200, -122.58968
42°05'31" N, 122°35'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 273 (HWY 273) over CORP, OR 273 (Hwy 273)
Structure number:03780 273 00363
Location:03.6 MI S OF HWY 021 JCT
Purpose:Carries highway over highway and railroad
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1914
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2017]
Truck traffic:6% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:51.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryFair16051.3
June 2016FairSatisfactorySatisfactoryFair44049.4
June 2014FairSatisfactorySatisfactoryFair18051.3
June 2012FairSatisfactorySatisfactoryFair18052.8
June 2010FairSatisfactorySatisfactoryFair18051.3
June 2008FairFairSatisfactoryGood18053.3
June 2006PoorFairPoorGood20030.2
June 2004PoorFairPoorGood19041.2
June 2002FairFairFairSatisfactory18054.6
June 2000FairSatisfactorySatisfactoryGood18065.7
June 1998FairSatisfactoryFairSatisfactory18055.6
December 1996FairSatisfactoryFairSatisfactory25053.3
December 1994FairSatisfactoryFairSatisfactory25052.3
December 1992FairGoodFairSatisfactory19058.0
December 1990FairGoodFairGood14062.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.47433414000
Reinforced Concrete Top Flangesq. ft.2,0671,92713550
Wearing Surfacessq. ft.1,8171,817000
Reinforced Concrete Columneach43100
Reinforced Concrete Abutmentlinear ft.1781472560
Reinforced Concrete Pier Caplinear ft.52411100
Other Jointlinear ft.4604600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1581471010