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US 26 (HWY 053) over DESCHUTES RIVER

Map

Coordinates:
+44.76104, -121.22866
44°45'40" N, 121°13'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 26 (HWY 053) over DESCHUTES RIVER
Structure number:01910 053 10524
Location:019 MI SE WARM SPRINGS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:421.0 ft. [128.3 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

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:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:38.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactoryGoodFair760038.1
March 2016FairSatisfactoryGoodFair700038.1
September 2014FairSatisfactoryGoodFair550052.4
September 2012FairSatisfactoryGoodFair550052.4
September 2010FairSatisfactoryGoodFair570053.4
September 2008FairSatisfactoryGoodSatisfactory570059.4
August 2006FairSatisfactoryGoodGood610059.4
September 2004FairSatisfactoryGoodGood600060.2
October 2002FairSatisfactoryGoodGood600060.2
October 2000FairSatisfactoryGoodGood580060.2
October 1998GoodGoodGoodVery Good580080.0
October 1996GoodGoodGoodVery Good500080.0
August 1994GoodGoodGoodVery Good500075.0
April 1990GoodGoodGoodVery Good500080.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,7953,03675900
Steel Protective Coatingsq. ft.62,50214,50245,0003,0000
Deck
Reinforced Concrete Decksq. ft.21,4765,36915,0331,0740
Wearing Surfacessq. ft.18,95018,3505001000
Substructure
Reinforced Concrete Columneach157800
Reinforced Concrete Abutmentlinear ft.1421281400
Reinforced Concrete Pile Cap/Footinglinear ft.8408400
Reinforced Concrete Pier Caplinear ft.35425410000
Joints
Pourable Jointlinear ft.1801800
Compression Jointlinear ft.1326220500
Other Jointlinear ft.120120000
Bearings
Elastomeric Bearingeach2828000
Movable Bearingeach3003000
Fixed Bearingeach105500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.870870000
Steel Protective Coatingsq. ft.5,3955,395000
Reinforced Concrete Bridge Raillinear ft.93874519300