US 26 (HWY 053) over SHITIKE CREEK


+44.76382, -121.24538
44°45'50" N, 121°14'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 26 (HWY 053) over SHITIKE CREEK
Structure number:01987A053 10436
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1966
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,600 [as of 2017]
Truck traffic:18% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:72.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory760072.5
March 2016FairSatisfactorySatisfactorySatisfactory700072.5
March 2014FairSatisfactorySatisfactorySatisfactory550073.9
March 2012FairSatisfactorySatisfactorySatisfactory550073.9
March 2010FairSatisfactorySatisfactorySatisfactory570073.5
March 2008FairSatisfactorySatisfactorySatisfactory570068.5
March 2006FairSatisfactorySatisfactorySatisfactory610069.5
March 2004FairSatisfactorySatisfactoryGood600069.2
March 2002FairSatisfactorySatisfactoryGood610069.2
March 2000FairSatisfactorySatisfactoryGood580069.2
March 1998FairSatisfactorySatisfactoryGood580069.2
March 1996FairSatisfactorySatisfactoryGood450071.2
March 1994FairSatisfactorySatisfactoryGood450080.0
March 1992FairSatisfactorySatisfactoryGood450077.0
March 1990FairSatisfactorySatisfactoryGood430077.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.105792600
Reinforced Concrete Abutmentlinear ft.105654000
Reinforced Concrete Pier Caplinear ft.105842100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2522025000
Steel Protective Coatingsq. ft.1,5631,25031300
Reinforced Concrete Bridge Raillinear ft.25211613600
Reinforced Concrete Slabsq. ft.5,0001,2503,2505000
Wearing Surfacessq. ft.5,00005,00000