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EAGLE CREEK ROAD over E. FK. EAGLE CREEK

Map

Coordinates:
+47.65302, -115.89686
47°39'11" N, 115°53'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAGLE CREEK ROAD over E. FK. EAGLE CREEK
Structure number:000000000030776
Location:1.9 N. 1.7 W. MURRAY
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:75.1 ft. [22.9 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:22.0 tons [20.0 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Sufficiency rating:59.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$834,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201559.4FairGoodSatisfactoryGood-80
July 201459.4FairGoodSatisfactoryGood-80
July 201359.3GoodGoodGoodVery Good-90
July 201259.3GoodGoodGoodVery Good-90
July 201159.3GoodGoodGoodVery Good-90
July 201059.1GoodGoodGoodVery Good-90
July 200959.1GoodGoodGoodVery Good-90
July 200858.8GoodGoodGoodVery Good-90
July 200758.8GoodGoodGoodVery Good-90
July 200658.8GoodGoodGoodVery Good-90
July 200558.8GoodGoodGoodVery Good-90
July 200458.8GoodGoodGoodVery Good-90
July 200358.8GoodGoodGoodVery Good-90
July 200258.8GoodGoodGoodVery Good-90
July 200058.8GoodGoodGoodVery Good-90
July 199958.8GoodGoodGoodVery Good-90
July 199858.8GoodGoodGoodVery Good-90
July 199686.1GoodGoodGoodVery Good-90

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.449044900
Steel Protective Coatingsq. ft.4,9390004,939
Substructure
Reinforced Concrete Abutmentlinear ft.7569600
Deck
Corrugated or Orthotropic Decksq. ft.1,8841,884000
Wearing Surfacessq. ft.1,8841,884000
Bearings
Elastomeric Bearingeach1200120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.105010500
Steel Protective Coatingsq. ft.77166610500