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I-182 over COLUMBIA R, CITY STREETS

Map

Coordinates:
+46.26281, -119.24525
46°15'46" N, 119°14'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-182 over COLUMBIA R, CITY STREETS
Structure number:0012042A0000000
Location:2.1 E JCT SR 240
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:450.2 ft. [137.2 m]
Total length:1950.2 ft. [594.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Owner:State Highway Agency [01]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,232 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:83.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$42,120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactoryGood3223283.3
May 2016FairSatisfactorySatisfactoryGood2797083.2
May 2014FairSatisfactorySatisfactoryGood2797083.2
May 2012FairSatisfactorySatisfactoryGood2785683.2
May 2010FairSatisfactorySatisfactoryGood2355084.9
July 2008FairSatisfactorySatisfactoryGood2230085.5
October 2006FairSatisfactorySatisfactoryGood1800087.6
October 2004FairSatisfactorySatisfactoryGood1800087.6
September 2003FairSatisfactorySatisfactoryGood1800087.6
May 2002FairSatisfactorySatisfactoryGood1800087.6
May 2001FairSatisfactorySatisfactoryGood981591.5
November 2000FairSatisfactorySatisfactoryGood981591.5
July 1999FairSatisfactorySatisfactoryGood981591.5
August 1998FairSatisfactorySatisfactoryGood981591.5
May 1997FairSatisfactorySatisfactoryGood981591.5
August 1996FairSatisfactorySatisfactoryGood981585.7
October 1994FairSatisfactorySatisfactoryGood981585.7
August 1993FairSatisfactorySatisfactoryGood855994.1
August 1990FairSatisfactorySatisfactoryVery Good1644190.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,8701,84613110
Reinforced Concrete Closed Web/Box Girderlinear ft.8080000
Deck
Reinforced Concrete Decksq. ft.101,400101,32859013
Wearing Surfacessq. ft.101,4000101,39604
Substructure
Reinforced Concrete Columneach11000
Reinforced Concrete Pier Walllinear ft.160160000
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pileeach33000
Joints
Assembly with Sealeach128064064
Open Jointlinear ft.104010400
Bearings
Pot Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,9003,899010