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NORTH SIDE ROAD over STC 5752;N.FK.CD'A RIVER

Map

Coordinates:
+47.56996, -116.25325
47°34'12" N, 116°15'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTH SIDE ROAD over STC 5752;N.FK.CD'A RIVER
Structure number:000000000030785
Location:0.6 N. ENAVILLE
Purpose:Carries highway over highway and waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:149.9 ft. [45.7 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:250 [as of 2015]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Operating rating:7.0 tons [6.4 metric tons]
Inventory rating:4.0 tons [3.6 metric tons]
Sufficiency rating:31.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,802,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201631.2PoorSatisfactorySatisfactoryPoorSD250
June 201531.2FairSatisfactorySatisfactoryFairSD250
June 201452.4FairSatisfactorySatisfactoryFairFO250
June 201362.5FairSatisfactorySatisfactorySatisfactoryFO250
June 201262.3FairSatisfactorySatisfactorySatisfactoryFO250
June 201162.3FairSatisfactorySatisfactorySatisfactoryFO250
June 201062.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200962.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200862.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200762.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200662.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200562.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200462.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200362.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200262.3FairSatisfactorySatisfactorySatisfactoryFO250
June 200062.3FairSatisfactorySatisfactorySatisfactoryFO250
June 199962.3FairSatisfactorySatisfactorySatisfactoryFO250
June 199862.3FairSatisfactorySatisfactorySatisfactoryFO250
June 199752.2FairSatisfactorySatisfactoryFairFO250
June 199652.2FairSatisfactorySatisfactoryFairFO250
June 199552.2FairSatisfactorySatisfactoryFairFO250
June 199431.2PoorSatisfactorySeriousFairSD250
June 199331.2PoorSatisfactoryPoorFairSD250
June 199231.2PoorSatisfactoryPoorFairSD250
June 199131.2PoorGoodPoorFairSD250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.226022600
Steel Protective Coatingsq. ft.1,808608300300600
Timber Girder/Beamlinear ft.74866669130
Timber Stringerlinear ft.1,0509985200
Steel Trusslinear ft.299029900
Steel Protective Coatingsq. ft.10,6815,6811,9981,9981,004
Steel Floor Beamlinear ft.187018700
Steel Protective Coatingsq. ft.1,20006000600
Steel Gusset Plateeach3203200
Steel Protective Coatingsq. ft.51202560256
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Pier Walllinear ft.4038200
Reinforced Concrete Abutmentlinear ft.6362100
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pileeach21100
Timber Pileeach60600
Reinforced Concrete Pier Caplinear ft.4943033
Timber Pier Caplinear ft.4904900
Deck
Timber Decksq. ft.5,4904,94055000
Wearing Surfacessq. ft.7,1542,2464,90800
Bearings
Movable Bearingeach20110
Steel Protective Coatingsq. ft.80008
Fixed Bearingeach1001000
Steel Protective Coatingsq. ft.4000040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.571566050
Steel Protective Coatingsq. ft.1,40801,40800