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I-5 REV EXP LANES over RAVENNA BLVD

Map

Coordinates:
+47.67397, -122.32114
47°40'26" N, 122°19'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 REV EXP LANES over RAVENNA BLVD
Structure number:0006286C0000000
Location:5.8 N JCT I-90
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:9.5 ft. [2.9 m]
Total length:1349.1 ft. [411.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1961
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:20
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:43,179 [as of 2016]
Truck traffic:5% 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: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:93.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$28,059,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory4317993.9
June 2016FairGoodSatisfactorySatisfactory4071283.8
June 2014FairGoodSatisfactorySatisfactory4071283.8
June 2012FairGoodSatisfactorySatisfactory4171383.7
June 2010FairGoodSatisfactorySatisfactory4420583.4
June 2008FairGoodSatisfactorySatisfactory4420583.4
December 2006FairGoodGoodSatisfactory4083079.5
November 2004FairGoodGoodSatisfactory4083079.5
December 2003FairGoodGoodSatisfactory4083079.5
December 2001FairGoodGoodSatisfactory4083079.5
September 1999FairSatisfactoryGoodSatisfactory3922577.7
June 1997PoorPoorGoodSatisfactory3922574.5
June 1995PoorPoorGoodSatisfactory3922585.7
June 1993FairSatisfactoryGoodSatisfactory3350089.3
March 1991PoorPoorGoodSatisfactory3350086.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.13,49013,4710190
Deck
Reinforced Concrete Decksq. ft.64,75264,746501
Wearing Surfacessq. ft.64,752064,74750
Substructure
Prestressed Concrete Columneach7675010
Reinforced Concrete Abutmentlinear ft.196196000
Reinforced Concrete Pier Caplinear ft.1,3501,3350150
Joints
Pourable Jointlinear ft.1,53701,482550
Open Jointlinear ft.192019200
Bearings
Elastomeric Bearingeach400400000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,6982,696200