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I-5 REV EXP LANES over RAVENNA BLVD

Map

Coordinates:
+47.67461, -122.32068
47°40'29" N, 122°19'14" 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:95.1 ft. [29.0 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:16.7 ft. [5.1 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40,712 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:83.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201683.8FairGoodSatisfactorySatisfactory-40712
June 201483.8FairGoodSatisfactorySatisfactory-40712
June 201283.7FairGoodSatisfactorySatisfactory-41713
June 201083.4FairGoodSatisfactorySatisfactory-44205
June 200883.4FairGoodSatisfactorySatisfactory-44205
December 200679.5FairGoodGoodSatisfactoryFO40830
November 200479.5FairGoodGoodSatisfactoryFO40830
December 200379.5FairGoodGoodSatisfactoryFO40830
December 200179.5FairGoodGoodSatisfactoryFO40830
September 199977.7FairSatisfactoryGoodSatisfactoryFO39225
June 199774.5PoorPoorGoodSatisfactorySD39225
June 199585.7PoorPoorGoodSatisfactorySD39225
June 199389.3FairSatisfactoryGoodSatisfactoryFO33500
March 199186.2PoorPoorGoodSatisfactorySD33500

Element Data

Source: National Bridge Elements dataset, 2016 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
Reinforced 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.192096096
Bearings
Elastomeric Bearingeach400400000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,6982,696200