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I-90 E-S RAMP over I-5/AIRPORT WAY RAMP

Map 

Coordinates:
+47.59240, -122.32266
47°35'33" N, 122°19'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:I-90 E-S RAMP over I-5/AIRPORT WAY RAMP
Structure number:000000OC0000000
Location:JCT I-5
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:155.8 ft. [47.5 m]
Total length:640.1 ft. [195.1 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1991
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:4,406 [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]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:45.5 tons [41.4 metric tons]
Sufficiency rating:97.4
Estimated cost of work:$281,000

2000 Inspection 

Average daily traffic:3,425 [as of 1994]
Evaluation:Not applicable [N]

1992 Inspection 

Average daily traffic:1 [as of 1989]
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]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Sufficiency rating:98.0
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$425,000