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US 395 over CANAL AND ACCESS ROAD

Map

Coordinates:
+46.54608, -119.00642
46°32'46" N, 119°00'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 395 over CANAL AND ACCESS ROAD
Structure number:0011192A0000000
Location:21.7 N JCT I-182
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:125.0 ft. [38.1 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,884 [as of 2016]
Truck traffic:23% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorPoorSatisfactoryGood788495.2
April 2016FairFairSatisfactoryGood654697.4
April 2014FairFairSatisfactoryGood654695.4
May 2012FairFairSatisfactoryGood649393.1
May 2010FairFairGoodGood627093.2
May 2008FairSatisfactoryGoodGood620094.2
May 2006FairSatisfactoryGoodGood377994.4
May 2004FairSatisfactoryGoodGood377995.4
April 2002GoodGoodGoodGood377995.4
March 2000GoodGoodGoodGood377993.4
April 1998GoodGoodGoodGood377993.4
February 1996GoodGoodGoodGood377982.5
March 1994GoodGoodGoodGood330082.6
March 1992GoodGoodGoodGood531792.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.625619060
Deck
Reinforced Concrete Decksq. ft.5,2505,120120010
Substructure
Reinforced Concrete Abutmentlinear ft.167167000
Joints
Pourable Jointlinear ft.1680042126
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.250250000