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FORD ROAD over LAKE CREEK

Kootenai County, Idaho

Map

Coordinates:
+47.49194, -117.00194
47°29'31" N, 117°00'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FORD ROAD over LAKE CREEK
Structure number:000000000030525
Location:6.3 N. 3.9 W. WORLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:Other Local Agencies [25]
Year built:1950
Year reconstructed:1998
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2015]
Truck traffic:5% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:79.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$419,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodSatisfactorySatisfactory1079.4
August 2015FairVery GoodGoodSatisfactory1079.4
August 2013FairVery GoodGoodSatisfactory1079.4
August 2011FairVery GoodGoodSatisfactory1079.4
August 2009FairVery GoodGoodSatisfactory1079.4
August 2007FairVery GoodGoodSatisfactory1079.4
August 2005FairVery GoodGoodSatisfactory1079.4
August 2003FairVery GoodGoodSatisfactory1079.4
August 2001FairVery GoodVery GoodSatisfactory1079.4
August 1999FairExcellentExcellentSatisfactory1079.4
August 1998FairExcellentExcellentSatisfactory1079.4
August 1997PoorPoorCriticalPoor1022.3
August 1996PoorPoorCriticalPoor1022.3
August 1995PoorSatisfactorySeriousPoor1026.3
August 1994FairGoodSatisfactorySatisfactory1044.8
August 1992FairGoodGoodSatisfactory1044.8
August 1991FairGoodGoodSatisfactory1044.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.128884000
Steel Protective Coatingsq. ft.73653620000
Substructure
Reinforced Concrete Abutmentlinear ft.5348500
Deck
Corrugated or Orthotropic Decksq. ft.5490539100
Wearing Surfacessq. ft.549054900
Steel Protective Coatingsq. ft.5490539100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6969000
Steel Protective Coatingsq. ft.286286000