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NYE RD-S 419 over E ROSEBUD CREEK OVERFLOW

Map

Coordinates:
+45.48056, -109.45365
45°28'50" N, 109°27'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NYE RD-S 419 over E ROSEBUD CREEK OVERFLOW
Structure number:S00419000+01001
Location:3M NE FISHTAIL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1992
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,288 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:94.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactoryGoodGood128894.4
January 2016FairSatisfactoryGoodGood129095.4
January 2014GoodGoodGoodGood129095.4
January 2012GoodGoodGoodGood129095.4
January 2010GoodGoodGoodGood142095.0
January 2008GoodGoodGoodGood125095.6
February 2006GoodGoodGoodGood136095.2
February 2004GoodGoodGoodGood128095.5
February 2002GoodGoodGoodGood128095.5
April 2000GoodGoodGoodGood132095.3
December 1997GoodGoodGoodGood130095.4
January 1996GoodGoodGoodGood98496.5
December 1993GoodVery GoodVery GoodVery Good77697.2
January 1992GoodExcellentExcellentExcellent112296.0
January 1990PoorSatisfactoryGoodPoor95731.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach80800
Steel Protective Coatingsq. ft.20112120060
Reinforced Concrete Abutmentlinear ft.108105300
Reinforced Concrete Pier Caplinear ft.6664200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.121606100
Steel Protective Coatingsq. ft.30315101520
Deck
Reinforced Concrete Slabsq. ft.2,1742,174000