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L17J SIDNEY CNLK over LODGEPOLE CREEK

Map

Coordinates:
+41.13774, -102.94509
41°08'16" N, 102°56'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:L17J SIDNEY CNLK over LODGEPOLE CREEK
Structure number:SL17J00195
Location:1E SIDNEY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:56.1 ft. [17.1 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Owner:State Highway Agency [01]
Year built:1976
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,350 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairVery GoodVery Good435086.3
September 2015FairFairVery GoodVery Good516584.9
October 2013FairFairVery GoodVery Good516584.9
October 2011FairFairVery GoodVery Good556095.4
October 2009FairFairVery GoodVery Good485095.6
October 2007FairFairVery GoodVery Good546591.3
September 2005FairFairVery GoodVery Good506091.4
October 2003FairFairVery GoodVery Good456091.5
June 2001FairFairVery GoodVery Good429591.6
July 1999FairFairVery GoodVery Good303591.9
December 1997FairFairVery GoodVery Good266092.0
November 1997FairFairVery GoodVery Good266092.0
October 1995FairFairVery GoodVery Good234090.1
November 1993FairFairVery GoodVery Good200095.8
July 1991FairFairVery GoodVery Good159095.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4301,430000
Steel Protective Coatingsq. ft.11,32511,325000
Deck
Reinforced Concrete Decksq. ft.12,54312,5212200
Wearing Surfacessq. ft.9,860009,8600
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.173173000
Reinforced Concrete Pier Caplinear ft.168168000
Joints
Strip Seal Jointlinear ft.173670988
Bearings
Movable Bearingeach1010000
Fixed Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.29013315700