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SH 3 over ST MARIES RIVER

Map

Coordinates:
+47.15139, -116.45164
47°09'05" N, 116°27'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 3 over ST MARIES RIVER
Structure number:000000000010115
Location:@ SANTA NCL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:85.0 ft. [25.9 m]
Total length:242.1 ft. [73.8 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2016]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:80.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$264,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryGoodSatisfactory140080.2
July 2016FairSatisfactoryGoodGood140080.2
July 2014FairFairSatisfactorySatisfactory150078.3
July 2012FairSatisfactorySatisfactorySatisfactory130081.0
July 2010FairSatisfactoryGoodSatisfactory110082.6
July 2008FairSatisfactoryGoodSatisfactory120084.5
July 2006FairSatisfactoryGoodSatisfactory130081.2
July 2004FairSatisfactoryGoodSatisfactory130081.2
July 2002FairSatisfactoryGoodSatisfactory140080.3
July 2000FairSatisfactoryGoodGood140078.6
July 1998FairSatisfactoryGoodGood140078.6
July 1996FairSatisfactoryGoodGood130079.2
July 1994FairSatisfactoryGoodGood130081.7
July 1992FairSatisfactoryGoodGood111083.2
July 1990GoodGoodVery GoodGood111083.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.9689581000
Deck
Reinforced Concrete Decksq. ft.9,6127218,3915000
Substructure
Reinforced Concrete Pier Walllinear ft.7407400
Reinforced Concrete Abutmentlinear ft.7979000
Reinforced Concrete Pier Caplinear ft.7575000
Joints
Compression Jointlinear ft.74003836
Bearings
Elastomeric Bearingeach2402400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.48636112500