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I 15 over LOCAL-CREEK-RARUS RR

Map

Coordinates:
+46.00391, -112.64371
46°00'14" N, 112°38'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 15 over LOCAL-CREEK-RARUS RR
Structure number:I00015120+06971
Location:1.2M W ROCKER
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:69.9 ft. [21.3 m]
Total length:613.2 ft. [186.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,968 [as of 2017]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:62.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,733,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactoryFair296862.8
October 2016FairGoodSatisfactorySatisfactory269577.3
October 2014FairGoodSatisfactoryGood490074.7
October 2012PoorPoorSatisfactoryGood490071.7
October 2010PoorPoorSatisfactoryGood490071.7
November 2008PoorPoorSatisfactoryGood571071.6
May 2007FairSatisfactoryGoodGood472074.7
March 2005FairSatisfactoryGoodGood448074.7
March 2003FairSatisfactoryGoodGood414074.7
October 2000FairSatisfactoryGoodGood414074.7
March 1998FairSatisfactoryGoodGood513074.7
April 1996GoodGoodGoodGood391074.7
October 1993GoodGoodGoodGood400074.6
May 1992FairSatisfactoryGoodGood408074.6
December 1989FairSatisfactoryVery GoodGood397074.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2790262170
Steel Protective Coatingsq. ft.2,1851,179656219131
Prestressed Concrete Girder/Beamlinear ft.3,2353,1450900
Deck
Reinforced Concrete Decksq. ft.19,42819,35460140
Wearing Surfacessq. ft.19,42816,0353,39300
Substructure
Reinforced Concrete Columneach1710160
Reinforced Concrete Abutmentlinear ft.8278400
Reinforced Concrete Pier Caplinear ft.29226616100
Joints
Strip Seal Jointlinear ft.9009000
Pourable Jointlinear ft.8686000
Bearings
Movable Bearingeach5205200
Steel Protective Coatingsq. ft.500121325
Fixed Bearingeach6306300
Steel Protective Coatingsq. ft.740181937
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,22798224500