SR 14 over GULCH


+45.71859, -121.60868
45°43'07" N, 121°36'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 14 over GULCH
Structure number:0002042A0000000
Location:9.7 E WIND RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:25.9 ft. [7.9 m]
Total length:214.9 ft. [65.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1937
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:9
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,464 [as of 2012]
Truck traffic:24% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,752,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodGoodGood246463.1
July 2015GoodGoodGoodGood246446.4
July 2013FairGoodSatisfactoryGood270445.6
July 2011FairGoodSatisfactoryGood270445.6
July 2009FairGoodSatisfactoryGood308444.4
September 2007FairSatisfactorySatisfactoryGood250046.3
October 2005FairSatisfactorySatisfactoryGood250046.3
July 2003FairSatisfactorySatisfactoryGood250061.0
April 2001FairSatisfactorySatisfactoryGood250060.0
October 1999FairSatisfactorySatisfactoryGood263060.7
June 1997FairSatisfactorySatisfactoryGood263058.7
October 1995FairSatisfactorySatisfactoryGood263050.4
July 1993GoodGoodGoodGood340048.3
October 1991FairSatisfactorySatisfactoryGood340048.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Top Flangesq. ft.5,1605,160000
Wearing Surfacessq. ft.5,16005,16000
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.240240000
Open Jointlinear ft.120002496
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.430430000
Reinforced Concrete Bridge Raillinear ft.4303960340
Reinforced Concrete Slabsq. ft.5,1604,85103090