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I 15 over LOCAL-CREEK-RARUS RR

Map

Coordinates:
+46.00393, -112.64406
46°00'14" N, 112°38'39" 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+06972
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:598.5 ft. [182.4 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,695 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:79.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,689,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactorySatisfactory269579.3
October 2014FairGoodSatisfactoryGood490076.7
October 2012PoorPoorSatisfactoryGood490073.7
October 2010PoorPoorSatisfactoryGood490073.7
November 2008PoorPoorSatisfactoryGood571073.6
May 2007FairSatisfactoryGoodGood472076.7
March 2005FairSatisfactoryGoodGood448076.7
March 2003FairSatisfactoryGoodGood414076.7
October 2000FairSatisfactoryGoodGood411076.7
March 1998FairSatisfactoryGoodGood513076.7
April 1996FairSatisfactoryGoodGood391076.8
October 1993GoodGoodGoodGood400076.6
May 1992FairSatisfactoryGoodGood408076.6
December 1989FairSatisfactoryGoodGood397078.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2794223700
Steel Protective Coatingsq. ft.2,1851,5290219437
Prestressed Concrete Girder/Beamlinear ft.2,9822,89260300
Deck
Reinforced Concrete Decksq. ft.18,94418,75501890
Substructure
Reinforced Concrete Columneach1711510
Reinforced Concrete Abutmentlinear ft.8278400
Reinforced Concrete Pier Caplinear ft.2922552980
Joints
Pourable Jointlinear ft.8480400
Compression Jointlinear ft.8400840
Bearings
Movable Bearingeach4904900
Steel Protective Coatingsq. ft.49390010
Fixed Bearingeach6006000
Steel Protective Coatingsq. ft.60480012
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,19794525200