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US 395 over COLUMBIA R-RIVERSIDE DR

Map

Coordinates:
+46.22156, -119.13722
46°13'18" N, 119°08'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 395 over COLUMBIA R-RIVERSIDE DR
Structure number:0004195A0000000
Location:0.3 N JCT SR 240
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:520.0 ft. [158.5 m]
Total length:2521.1 ft. [768.4 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1986
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:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:64,064 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:61.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$74,622,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory6406461.8
September 2016FairSatisfactorySatisfactorySatisfactory6308259.5
September 2014FairSatisfactorySatisfactorySatisfactory5616559.2
September 2012FairSatisfactorySatisfactorySatisfactory5709260.2
September 2010FairGoodSatisfactorySatisfactory5400069.0
September 2008FairGoodSatisfactorySatisfactory5400069.0
October 2006FairGoodSatisfactorySatisfactory4244659.2
June 2004FairGoodGoodSatisfactory4244659.2
May 2002FairGoodGoodSatisfactory4244659.2
May 2000FairSatisfactoryGoodFair4244658.0
June 1999FairSatisfactoryGoodFair4244659.0
May 1997FairSatisfactoryGoodFair4244659.0
August 1995FairSatisfactorySatisfactoryGood4244671.0
June 1993FairGoodSatisfactoryGood3810071.0
April 1992FairGoodSatisfactoryGood3870073.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,0205,017030
Steel Protective Coatingsq. ft.74,60321,807052,031765
Steel Stringerlinear ft.14,41814,413230
Steel Protective Coatingsq. ft.214,27062,6320149,4392,199
Deck
Reinforced Concrete Decksq. ft.150,034149,96050024
Wearing Surfacessq. ft.3,74703,74520
Superstructure
Steel Trusslinear ft.1,3001,16801320
Steel Protective Coatingsq. ft.193,19656,4720134,7421,982
Steel Archlinear ft.1,04090801320
Steel Protective Coatingsq. ft.154,55745,1780107,7931,586
Steel Secondary Cableeach3030000
Steel Floor Beamlinear ft.6,3676,362050
Steel Protective Coatingsq. ft.94,62127,658065,992971
Deck
Reinforced Concrete Top Flangesq. ft.3,7473,745200
Superstructure
Steel Pin or Pin & Hangar Assemblyeach2421120
Steel Gusset Plateeach1741390350
Substructure
Reinforced Concrete Pier Walllinear ft.768765030
Reinforced Concrete Abutmentlinear ft.136133030
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Reinforced Concrete Pier Caplinear ft.8047830210
Joints
Strip Seal Jointlinear ft.2440183610
Pourable Jointlinear ft.6106100
Assembly with Sealeach183018300
Open Jointlinear ft.2,25701,972163122
Bearings
Elastomeric Bearingeach3636000
Movable Bearingeach2222000
Fixed Bearingeach2624020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,3511,3310200
Reinforced Concrete Bridge Raillinear ft.7,5637,50342180
Deck
Reinforced Concrete Slabsq. ft.3,8703,870000