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US 395 over EAST DEER CR

Map

Coordinates:
+48.84833, -118.20000
48°50'54" N, 118°12'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 395 over EAST DEER CR
Structure number:000000ES0000000
Location:17.1 N JCT SR 20
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:15.1 ft. [4.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year reconstructed:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:769 [as of 2012]
Truck traffic:23% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:82.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$540,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodSatisfactorySatisfactory76982.3
April 2015FairGoodSatisfactorySatisfactory76982.1
April 2013FairGoodSatisfactoryFair75970.9
April 2011FairGoodSatisfactoryFair75970.9
April 2009FairGoodSatisfactoryFair85069.7
March 2007FairGoodSatisfactoryFair68076.7
June 2005FairSatisfactorySatisfactoryFair68074.7
May 2003FairSatisfactorySatisfactorySatisfactory68085.8
June 2001FairSatisfactorySatisfactorySatisfactory68083.8
October 1999GoodGoodGoodGood68086.8
July 1997GoodGoodGoodGood68067.3
August 1995GoodGoodGoodGood68066.8
July 1993GoodGoodGoodGood62566.9
July 1991GoodGoodGoodGood62561.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8076040
Reinforced Concrete Girder/Beamlinear ft.4040000
Deck
Reinforced Concrete Decksq. ft.514514000
Wearing Surfacessq. ft.514051400
Reinforced Concrete Top Flangesq. ft.771771000
Wearing Surfacessq. ft.771077100
Substructure
Reinforced Concrete Pier Walllinear ft.112111010
Reinforced Concrete Abutmentlinear ft.5959000
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Joints
Open Jointlinear ft.5200052
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.10099010
Deck
Reinforced Concrete Slabsq. ft.771768030