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S 200 over LITTLE DRY CREEK

Map

Coordinates:
+47.33956, -106.36364
47°20'22" N, 106°21'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S 200 over LITTLE DRY CREEK
Structure number:P00057239+02571
Location:26M E JORDAN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:405.5 ft. [123.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1937
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:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:446 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:43.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairFair44643.2
June 2015FairSatisfactorySatisfactoryFair32048.2
June 2013FairSatisfactorySatisfactorySatisfactory32054.5
June 2011FairSatisfactorySatisfactorySatisfactory32054.5
August 2009FairSatisfactorySatisfactorySatisfactory28056.3
August 2007FairSatisfactorySatisfactorySatisfactory37054.9
November 2006FairGoodSatisfactorySatisfactory38054.8
March 2005FairGoodSatisfactorySatisfactory40054.5
December 2002FairGoodSatisfactorySatisfactory37051.9
February 2001FairGoodSatisfactorySatisfactory33052.6
December 1998FairGoodSatisfactorySatisfactory32052.7
October 1996FairGoodSatisfactorySatisfactory34052.4
March 1995FairSatisfactorySatisfactoryGood34049.7
September 1992FairSatisfactorySatisfactoryGood37058.0
January 1991FairGoodSatisfactoryGood37957.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5751,1952281520
Steel Protective Coatingsq. ft.7,7604,7017671,1551,137
Timber Girder/Beamlinear ft.1,1754695881180
Substructure
Timber Pier Walllinear ft.25919521430
Steel Abutmentlinear ft.6663300
Timber Pier Caplinear ft.30221152390
Deck
Timber Decksq. ft.10,3448,9241,0353850
Wearing Surfacessq. ft.10,3443,8533,0833,4080
Bearings
Movable Bearingeach1501500
Steel Protective Coatingsq. ft.1501500
Fixed Bearingeach2002000
Steel Protective Coatingsq. ft.2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.810810000
Steel Protective Coatingsq. ft.2,02602,02600