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S 200 over BIG DRY CREEK

Map

Coordinates:
+47.32900, -106.62658
47°19'44" N, 106°37'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S 200 over BIG DRY CREEK
Structure number:P00057226+04941
Location:13M E JORDAN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:109.6 ft. [33.4 m]
Total length:439.0 ft. [133.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:2013
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2015]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:65.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood39065.9
March 2015GoodGoodGoodGood34066.4
June 2013GoodGoodGoodGood34066.4
June 2011FairSatisfactorySatisfactorySatisfactory34049.0
August 2009FairSatisfactorySatisfactorySatisfactory34059.8
August 2007FairGoodFairFair36048.4
November 2006FairGoodSatisfactoryFair48046.3
January 2005FairGoodSatisfactoryFair44047.0
January 2003FairGoodSatisfactoryFair46044.6
February 2001FairGoodSatisfactoryFair32047.1
December 1998FairGoodSatisfactoryFair33046.9
October 1996FairVery GoodSatisfactorySatisfactory25159.0
March 1995FairSatisfactorySatisfactorySatisfactory25157.1
September 1992FairGoodSatisfactorySatisfactory29962.9
January 1991FairGoodGoodSatisfactory30058.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7291,7121700
Deck
Reinforced Concrete Decksq. ft.17,27616,0671,20900
Substructure
Steel Columneach1212000
Steel Protective Coatingsq. ft.9058871800
Reinforced Concrete Abutmentlinear ft.7978100
Reinforced Concrete Pier Caplinear ft.112111100
Joints
Strip Seal Jointlinear ft.7976300
Bearings
Movable Bearingeach88000
Steel Protective Coatingsq. ft.88000
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.914914000
Steel Protective Coatingsq. ft.1,8281,7735500