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SH 52 over PAYETTE RIVER;EMMETT BR.

Map

Coordinates:
+43.88167, -116.50000
43°52'54" N, 116°30'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 52 over PAYETTE RIVER;EMMETT BR.
Structure number:000000000014650
Location:IN EMMETT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.9 ft. [20.1 m]
Total length:339.9 ft. [103.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,600 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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: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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:63.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,217,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactoryFair660063.2
March 2014FairSatisfactorySatisfactoryFair860060.6
March 2012FairSatisfactorySatisfactorySatisfactory750074.7
March 2010FairSatisfactorySatisfactorySatisfactory750074.7
March 2009PoorPoorSatisfactorySatisfactory720070.7
March 2008PoorPoorSatisfactorySatisfactory720070.7
September 2007PoorPoorGoodSatisfactory780070.0
September 2006PoorPoorGoodSatisfactory780070.0
September 2005PoorPoorGoodSatisfactory800069.8
September 2004PoorPoorGoodSatisfactory800069.8
September 2003PoorPoorGoodSatisfactory770070.1
September 2001FairFairGoodSatisfactory770072.4
September 1999FairFairGoodSatisfactory670071.6
September 1997FairSatisfactoryGoodGood650072.9
September 1995FairSatisfactoryGoodGood940069.5
September 1993FairSatisfactoryVery GoodGood653072.8
September 1991FairSatisfactoryVery GoodGood653072.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.6736442900
Deck
Reinforced Concrete Decksq. ft.13,1323,2589,808660
Wearing Surfacessq. ft.10,1664,9665,20000
Substructure
Reinforced Concrete Abutmentlinear ft.75551550
Steel Pileeach2402040
Steel Protective Coatingsq. ft.2,734002,7340
Reinforced Concrete Pier Caplinear ft.1311161500
Joints
Compression Jointlinear ft.90075150
Bearings
Elastomeric Bearingeach40241222
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0181,018000
Reinforced Concrete Bridge Raillinear ft.6796116800