+45.58716, -122.66439
45°35'14" N, 122°39'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 99E(HWY 001E) over N. VANCOUVER WAY
Structure number:07298 01EX00446
Location:1.5 MI S OF I-5 JCT
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.8 ft. [10.6 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,700 [as of 2014]
Truck traffic:11% 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: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:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$169,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201792.2FairSatisfactorySatisfactorySatisfactoryFO15700
January 201590.7FairGoodGoodSatisfactoryFO47000
January 201390.7FairGoodGoodSatisfactoryFO47000
January 201190.6GoodGoodGoodGoodFO48500
January 200988.2GoodGoodGoodGoodFO48500
January 200791.4GoodGoodGoodGoodFO15965
January 200591.5GoodGoodGoodGoodFO15500
January 200391.5FairGoodGoodSatisfactoryFO15500
January 200191.5FairGoodGoodSatisfactoryFO15400
January 199991.7FairGoodGoodSatisfactoryFO13500
January 199793.7FairGoodGoodSatisfactory-13500
January 199591.9FairGoodGoodSatisfactoryFO13500
January 199389.9FairGoodGoodSatisfactoryFO13500
January 199188.8FairGoodGoodSatisfactoryFO14500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Abutmentlinear ft.178174400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7370300
Reinforced Concrete Slabsq. ft.3,2253,1487520
Wearing Surfacessq. ft.3,2252,715500100