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SH 200 over BNRR;LAKE PEND OREILLE

Map

Coordinates:
+48.25250, -116.31694
48°15'09" N, 116°19'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 200 over BNRR;LAKE PEND OREILLE
Structure number:000000000019050
Location:AT HOPE NWCL
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:184.1 ft. [56.1 m]
Total length:1318.0 ft. [401.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1975
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:80.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$20,817,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodSatisfactory260080.3
August 2015FairGoodGoodSatisfactory250060.1
August 2013FairGoodGoodSatisfactory250091.9
August 2011FairGoodGoodSatisfactory290080.5
August 2010PoorPoorGoodSatisfactory290077.5
August 2009PoorPoorGoodSatisfactory280077.5
August 2008PoorPoorGoodSatisfactory280077.5
August 2006FairFairGoodSatisfactory310079.5
August 2004FairFairGoodSatisfactory330079.4
August 2002FairFairGoodSatisfactory340079.4
August 2000FairFairGoodSatisfactory240088.9
August 1998FairFairGoodSatisfactory240088.9
August 1996FairFairGoodSatisfactory240088.9
August 1994FairFairGoodSatisfactory240088.9
August 1992FairSatisfactoryGoodSatisfactory225091.9
August 1990FairFairVery GoodGood225089.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8327498300
Steel Protective Coatingsq. ft.25,17425,00616800
Prestressed Concrete Girder/Beamlinear ft.3,4763,476000
Reinforced Concrete Girder/Beamlinear ft.135135000
Steel Stringerlinear ft.8328171500
Steel Protective Coatingsq. ft.2,8352,7835200
Deck
Reinforced Concrete Decksq. ft.43,23040,5782,65200
Wearing Surfacessq. ft.39,54039,540000
Superstructure
Steel Floor Beamlinear ft.2862434300
Steel Protective Coatingsq. ft.17,11716,26285500
Steel Gusset Plateeach38231410
Steel Protective Coatingsq. ft.39223915300
Substructure
Steel Column Tower/Trestlelinear ft.2832000830
Steel Protective Coatingsq. ft.5,3324,77900553
Reinforced Concrete Pier Walllinear ft.102102000
Reinforced Concrete Abutmentlinear ft.6861700
Reinforced Concrete Pier Caplinear ft.102881220
Joints
Pourable Jointlinear ft.8080000
Compression Jointlinear ft.2522322000
Bearings
Elastomeric Bearingeach6868000
Movable Bearingeach80800
Steel Protective Coatingsq. ft.2402400
Fixed Bearingeach6868000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,6362,37326300
Steel Protective Coatingsq. ft.10,5239,4701,05300