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SH 34 over BEAR RIVER;GRACE BRIDGE

Map

Coordinates:
+42.58553, -111.73042
42°35'08" N, 111°43'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 34 over BEAR RIVER;GRACE BRIDGE
Structure number:000000000014020
Location:0.6 N. GRACE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:75.1 ft. [22.9 m]
Total length:541.0 ft. [164.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Prestressed concrete [5]
Main spans 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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
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:96.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,541,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodSatisfactorySatisfactory200096.5
April 2015FairGoodSatisfactorySatisfactory200096.3
July 2013FairFairFairFair200079.2
July 2012FairFairSatisfactorySatisfactory260087.7
July 2011FairFairSatisfactorySatisfactory260087.7
July 2010FairFairSatisfactorySatisfactory260087.7
July 2009FairSatisfactorySatisfactorySatisfactory260088.7
July 2008FairSatisfactorySatisfactorySatisfactory260088.7
July 2007FairSatisfactorySatisfactorySatisfactory200089.0
July 2006FairSatisfactorySatisfactorySatisfactory200089.0
July 2005FairSatisfactorySatisfactorySatisfactory200089.0
July 2004FairSatisfactorySatisfactorySatisfactory200089.0
July 2003FairSatisfactorySatisfactorySatisfactory200089.0
November 2002FairSatisfactorySatisfactorySatisfactory200096.3
November 2000FairSatisfactorySatisfactorySatisfactory220094.2
November 1998FairSatisfactorySatisfactorySatisfactory220094.2
November 1996FairGoodSatisfactorySatisfactory160094.4
November 1994FairGoodSatisfactorySatisfactory160094.4
November 1992FairGoodSatisfactoryGood175094.3
November 1990GoodGoodGoodGood175094.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,8264,7814230
Deck
Reinforced Concrete Decksq. ft.27,86124,5343,32700
Wearing Surfacessq. ft.23,80423,804000
Concrete Protective Coatingsq. ft.23,80423,804000
Substructure
Reinforced Concrete Columneach2316070
Reinforced Concrete Abutmentlinear ft.102534630
Reinforced Concrete Pier Caplinear ft.299293420
Joints
Strip Seal Jointlinear ft.8888000
Assembly with Sealeach1212000
Bearings
Elastomeric Bearingeach126903600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,082680330720