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STC 4721;BRIDGE ST over S.FK.CLEARWATER RIVER

Map

Coordinates:
+46.09139, -115.97806
46°05'29" N, 115°58'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC 4721;BRIDGE ST over S.FK.CLEARWATER RIVER
Structure number:000000000029250
Location:IN STITES
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.1 ft. [18.0 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:County Highway Agency [02]
Year built:1961
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans 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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:71.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,192,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryGoodGood57071.6
September 2013FairSatisfactoryGoodGood57071.6
September 2011FairSatisfactoryGoodGood59071.6
June 2009GoodGoodGoodGood58071.6
June 2007GoodGoodVery GoodGood53071.8
June 2005GoodGoodVery GoodGood35074.4
June 2003GoodGoodVery GoodVery Good35074.4
June 2001GoodGoodVery GoodVery Good35074.4
June 1999GoodGoodVery GoodVery Good35074.4
June 1997GoodGoodVery GoodVery Good35074.4
June 1995GoodGoodVery GoodVery Good35073.3
June 1993GoodGoodVery GoodVery Good35073.3
June 1992GoodGoodVery GoodVery Good10085.1
June 1991GoodGoodVery GoodVery Good10088.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.7327191300
Deck
Reinforced Concrete Decksq. ft.5,3445,07726700
Substructure
Reinforced Concrete Pier Walllinear ft.3303300
Reinforced Concrete Abutmentlinear ft.5959000
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pier Caplinear ft.5954500
Joints
Strip Seal Jointlinear ft.1771245300
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3673303700
Steel Protective Coatingsq. ft.81466101530