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THIRD STREET over S.FK.COEUR D'ALENE RIVER

Map

Coordinates:
+47.46909, -115.79922
47°28'09" N, 115°47'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THIRD STREET over S.FK.COEUR D'ALENE RIVER
Structure number:000000000030655
Location:IN MULLAN:3RD STREET
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1978
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:360 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:99.7 tons [90.6 metric tons]
Inventory rating:85.8 tons [78.0 metric tons]
Sufficiency rating:72.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$441,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201672.3FairGoodGoodFair-360
July 201573.3FairGoodGoodFair-360
July 201371.2FairGoodGoodFair-360
July 201180.5FairGoodGoodFair-360
July 200980.5FairGoodGoodFair-360
July 200780.5FairGoodGoodFair-360
July 200580.5FairGoodGoodFair-360
July 200380.5FairGoodGoodFair-360
July 200180.5FairGoodGoodFair-360
July 199980.5FairGoodGoodFair-360
July 199780.5FairGoodGoodFair-360
July 199580.7FairGoodGoodFair-360
July 199380.7FairGoodGoodFair-360
July 199180.7FairVery GoodGoodFair-360

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.112565600
Steel Protective Coatingsq. ft.3,3151,6571,65800
Deck
Reinforced Concrete Decksq. ft.95812883000
Substructure
Reinforced Concrete Abutmentlinear ft.5850800
Masonry Abutmentlinear ft.135085500
Bearings
Elastomeric Bearingeach80080
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6666000
Steel Protective Coatingsq. ft.791791000