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PEERLESS RD over W FORK POPLAR RVER 033

Map

Coordinates:
+48.69573, -105.83067
48°41'45" N, 105°49'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PEERLESS RD over W FORK POPLAR RVER 033
Structure number:L10003007+09001
Location:6M S PEERLESS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:115.2 ft. [35.1 m]
Total length:118.4 ft. [36.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1992
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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:72 [as of 2016]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood7298.9
February 2016GoodVery GoodVery GoodVery Good10099.8
February 2014GoodVery GoodVery GoodVery Good10099.8
February 2012GoodVery GoodVery GoodVery Good10099.8
January 2010GoodVery GoodVery GoodVery Good10099.8
December 2007GoodVery GoodVery GoodVery Good10099.8
December 2005GoodVery GoodVery GoodVery Good10099.8
December 2004GoodVery GoodVery GoodVery Good10099.8
February 2002GoodVery GoodVery GoodVery Good10099.8
December 1999GoodVery GoodVery GoodVery Good10098.8
April 1998GoodVery GoodVery GoodVery Good10099.8
February 1996GoodVery GoodVery GoodVery Good10099.8
January 1994GoodExcellentExcellentExcellent9699.8
November 1991GoodExcellentExcellentExcellent9699.8
February 1990PoorFairSeriousSerious9619.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.702695700
Deck
Reinforced Concrete Top Flangesq. ft.3,1432,82931400
Substructure
Reinforced Concrete Abutmentlinear ft.112110110
Joints
Compression Jointlinear ft.2602600
Bearings
Movable Bearingeach60600
Steel Protective Coatingsq. ft.65010
Fixed Bearingeach66000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3182487000
Steel Protective Coatingsq. ft.9548870670