OR 34 (HWY 27) over LINT CREEK


+44.43058, -124.05803
44°25'50" N, 124°03'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 34 (HWY 27) over LINT CREEK
Structure number:04166 027 00055
Location:005 MI E HWY 9 JCT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2016]
Truck traffic:20% of total traffic
Deck condition:Good [7 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: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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:52.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$533,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodSatisfactorySatisfactory500052.9
April 2015FairGoodSatisfactorySatisfactory490052.9
April 2013FairGoodSatisfactorySatisfactory430053.9
April 2011FairGoodSatisfactorySatisfactory430053.9
April 2010PoorGoodPoorPoor410029.2
April 2009PoorGoodPoorPoor410029.2
April 2008PoorGoodPoorPoor484812.5
April 2007PoorGoodPoorPoor540010.5
March 2005PoorGoodPoorPoor470022.9
April 2003PoorGoodPoorFair470022.9
April 2002PoorGoodPoorFair470022.9
April 2001PoorGoodPoorFair460022.9
April 1999FairGoodFairSatisfactory530037.9
April 1997FairGoodFairSatisfactory370038.9
April 1995FairGoodFairFair370037.9
August 1994FairGoodFairFair370037.9
April 1993FairGoodFairFair370041.6
February 1991FairVery GoodSatisfactoryGood365048.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.416416000
Reinforced Concrete Top Flangesq. ft.3,0373,00517150
Wearing Surfacessq. ft.2,2882,08820000
Reinforced Concrete Abutmentlinear ft.5858000
Reinforced Concrete Pileeach1010000
Reinforced Concrete Pier Caplinear ft.5858000
Other Jointlinear ft.80146600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.216209700