US 395 over 4TH AVE


+46.20597, -119.15889
46°12'21" N, 119°09'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 395 over 4TH AVE
Structure number:0005741A0000000
Location:3.6 N JCT I-82
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:46.9 ft. [14.3 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,749 [as of 2016]
Truck traffic:11% 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:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,332,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryFairSatisfactory2874969.1
February 2016FairSatisfactoryFairSatisfactory2607173.1
February 2014FairSatisfactorySatisfactorySatisfactory2607185.2
February 2012FairSatisfactorySatisfactorySatisfactory2650285.1
February 2010FairSatisfactorySatisfactorySatisfactory2488885.5
February 2008FairSatisfactorySatisfactorySatisfactory2528786.4
March 2006FairSatisfactorySatisfactorySatisfactory2042387.6
June 2004FairSatisfactorySatisfactorySatisfactory2042384.5
April 2002FairSatisfactorySatisfactorySatisfactory2042384.5
May 2000FairSatisfactorySatisfactorySatisfactory2042384.5
April 1998GoodGoodGoodGood2042383.5
May 1996GoodGoodGoodGood2042389.2
November 1994GoodGoodGoodGood2042389.2
April 1992GoodGoodGoodGood1485092.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Top Flangesq. ft.9,7589,758000
Wearing Surfacessq. ft.7,91407,91400
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.166162040
Reinforced Concrete Pier Caplinear ft.162158040
Pourable Jointlinear ft.132000132
Elastomeric Bearingeach42020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.238238000
Reinforced Concrete Bridge Raillinear ft.238238000
Reinforced Concrete Slabsq. ft.9,7589,59001680