Share:

ROSE HILL RD over NEISER CREEK 012

Map

Coordinates:
+48.57761, -104.39217
48°34'39" N, 104°23'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROSE HILL RD over NEISER CREEK 012
Structure number:L46205002+06001
Location:3M SE RESERVE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.7 ft. [6.6 m]
Total length:22.6 ft. [6.9 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1950
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2002]
Deck condition:Good [7 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: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 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:90.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood10090.9
January 2016GoodGoodGoodGood10090.9
January 2014GoodGoodGoodGood10092.9
January 2012GoodGoodGoodGood10097.9
January 2010GoodGoodGoodGood10097.9
December 2007GoodGoodVery GoodVery Good10097.9
December 2005GoodVery GoodVery GoodVery Good10095.9
December 2004GoodVery GoodVery GoodVery Good10095.9
March 2002GoodVery GoodVery GoodVery Good10095.9
December 1999GoodVery GoodVery GoodVery Good10069.4
February 1998GoodVery GoodVery GoodVery Good10069.4
September 1996GoodExcellentExcellentExcellent10067.4
November 1993FairGoodGoodFair3157.2
February 1992FairSatisfactoryGoodFair3159.3
February 1990FairGoodGoodFair3159.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8987110
Deck
Reinforced Concrete Top Flangesq. ft.538538000
Substructure
Reinforced Concrete Abutmentlinear ft.7974500
Steel Protective Coatingsq. ft.88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4645100
Steel Protective Coatingsq. ft.138130080