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ONEIDA NARROWS RD over BEAR RIVER

Map

Coordinates:
+42.23108, -111.76806
42°13'52" N, 111°46'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ONEIDA NARROWS RD over BEAR RIVER
Structure number:000000000023365
Location:9.2 N. 5.5 E. PRESTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.9 ft. [15.5 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:Private (other than railroad) [26]
Year built:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:48.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$630,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorSatisfactorySatisfactoryPoor5048.8
April 2016FairSatisfactorySatisfactoryFair5061.8
April 2014FairSatisfactorySatisfactoryFair5082.9
April 2012FairSatisfactorySatisfactoryFair5082.9
April 2010FairSatisfactorySatisfactoryFair5082.9
April 2009FairFairGoodFair5081.9
April 2007FairFairGoodGood5092.9
April 2005FairFairGoodGood5092.9
April 2003GoodGoodGoodGood5093.9
April 2001GoodGoodGoodGood5093.9
April 1999GoodGoodGoodGood5093.9
April 1997GoodGoodGoodGood5093.9
April 1995GoodVery GoodGoodGood5093.9
October 1993GoodGoodGoodGood5093.9
October 1991GoodGoodGoodGood5093.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.817081700
Steel Protective Coatingsq. ft.3,0000003,000
Substructure
Other Material Columneach20020
Reinforced Concrete Abutmentlinear ft.10093520
Reinforced Concrete Pile Cap/Footinglinear ft.30018120
Steel Pier Caplinear ft.2002000
Steel Protective Coatingsq. ft.150001500
Deck
Timber Decksq. ft.2,1202,120000
Wearing Surfacessq. ft.2,1202201,8001000
Bearings
Movable Bearingeach1601600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.214021400
Steel Protective Coatingsq. ft.5202001002200