Share:

OR 19 (HWY 005) over MULE SHOE CREEK

Map

Coordinates:
+44.79932, -119.99415
44°47'58" N, 119°59'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 19 (HWY 005) over MULE SHOE CREEK
Structure number:02235 005 07903
Location:0.5 MI E JCT ST HWY 390
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:38.1 ft. [11.6 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1939
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:270 [as of 2014]
Truck traffic:21% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:58.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactoryGood27058.7
May 2014FairSatisfactorySatisfactoryGood30059.4
May 2012FairGoodSatisfactoryGood30059.4
May 2010FairGoodSatisfactoryGood25066.0
May 2008FairGoodSatisfactoryGood25067.0
May 2006FairGoodSatisfactoryGood34063.1
May 2004FairGoodSatisfactoryGood39062.2
May 2002FairGoodSatisfactoryGood39062.2
May 2000GoodVery GoodGoodGood32563.0
May 1998GoodVery GoodGoodGood26063.9
May 1996GoodVery GoodGoodVery Good27063.8
May 1994GoodVery GoodGoodVery Good32062.1
May 1992GoodVery GoodGoodVery Good27083.8
May 1990GoodGoodVery GoodVery Good24087.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3002257500
Deck
Reinforced Concrete Decksq. ft.1,7301,6943600
Wearing Surfacessq. ft.1,7301,730000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Caplinear ft.5656000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Steel Protective Coatingsq. ft.480480000