Share:

S5779;DICKENSHEET over PRIEST RIVER

Map

Coordinates:
+48.45222, -116.89944
48°27'08" N, 116°53'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S5779;DICKENSHEET over PRIEST RIVER
Structure number:000000000020620
Location:4.4 W. COOLIN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:129.9 ft. [39.6 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:County Highway Agency [02]
Year built:1951
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,397,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory140069.7
August 2015FairSatisfactoryFairSatisfactory140069.7
August 2013FairGoodSatisfactoryGood140067.8
August 2011FairGoodSatisfactoryGood71077.5
August 2009GoodGoodGoodGood71077.5
August 2007GoodGoodGoodGood71077.5
August 2005GoodGoodGoodGood71077.5
August 2003GoodGoodGoodGood53079.1
August 2001GoodGoodGoodGood53079.1
August 1999GoodGoodGoodGood53079.1
August 1997GoodGoodGoodGood53079.1
August 1995GoodGoodGoodGood59084.8
August 1993GoodGoodGoodGood32085.8
August 1991GoodGoodGoodGood32085.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.89271217820
Steel Protective Coatingsq. ft.35,68028,5447,13600
Deck
Reinforced Concrete Decksq. ft.6,9751,5455,42820
Superstructure
Steel Pin or Pin & Hangar Assemblyeach80035
Steel Protective Coatingsq. ft.8000800
Substructure
Reinforced Concrete Pier Walllinear ft.6206200
Reinforced Concrete Abutmentlinear ft.6259300
Reinforced Concrete Pier Caplinear ft.6254800
Joints
Compression Jointlinear ft.620191231
Assembly without Seal Jointlinear ft.3103100
Bearings
Fixed Bearingeach80080
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4494193000