US 395 over EAST DEER CR


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


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.
Steel Girder/Beamlinear ft.8076040
Reinforced Concrete Girder/Beamlinear ft.4040000
Reinforced Concrete Decksq. ft.514514000
Wearing Surfacessq. ft.514051400
Reinforced Concrete Top Flangesq. ft.771771000
Wearing Surfacessq. ft.771077100
Reinforced Concrete Pier Walllinear ft.112111010
Reinforced Concrete Abutmentlinear ft.5959000
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Open Jointlinear ft.5200052
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.10099010
Reinforced Concrete Slabsq. ft.771768030