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EASTLAKE AVE over I-5 RAMPS

Map

Coordinates:
+47.62634, -122.32903
47°37'35" N, 122°19'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EASTLAKE AVE over I-5 RAMPS
Structure number:0006800G0000000
Location:2.4 N JCT I-90
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:74.2 ft. [22.6 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1963
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,621 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:84.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201584.2GoodGoodGoodGoodFO14621
October 201383.1GoodGoodGoodGoodFO14621
October 201185.4GoodGoodGoodGoodFO6000
October 200985.4FairGoodSatisfactoryGoodFO6000
November 200785.4FairGoodSatisfactoryGoodFO6000
December 200585.4FairGoodSatisfactoryGoodFO6000
December 200385.4FairGoodSatisfactoryGoodFO6000
December 200185.4FairGoodSatisfactoryGoodFO6000
June 199981.4FairGoodSatisfactoryGoodFO21000
October 199781.4FairGoodSatisfactoryGoodFO21000
July 199579.3FairGoodSatisfactoryGoodFO21000
June 199389.3FairGoodSatisfactoryGoodFO2940
March 199192.3FairSatisfactorySatisfactoryGood-2940

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.125125000
Deck
Reinforced Concrete Decksq. ft.5,7505,742701
Substructure
Reinforced Concrete Pier Walllinear ft.9090000
Reinforced Concrete Abutmentlinear ft.192192000
Joints
Compression Jointlinear ft.102010200
Open Jointlinear ft.102010200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.250250000