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OR 99E(HWY 001E) over NE 6TH AVE

Map

Coordinates:
+45.59267, -122.66777
45°35'34" N, 122°40'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 99E(HWY 001E) over NE 6TH AVE
Structure number:07297 01EX00487
Location:1.1 MI S OF I-5 JCT
Purpose:Carries highway overpass 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:71.9 ft. [21.9 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
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:17,700 [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:92.1
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 201792.1FairSatisfactorySatisfactorySatisfactoryFO17700
January 201590.6FairSatisfactorySatisfactorySatisfactoryFO48500
January 201390.6FairSatisfactorySatisfactorySatisfactoryFO48500
January 201190.6FairGoodSatisfactorySatisfactoryFO48500
January 200985.8GoodGoodGoodGoodFO48500
January 200790.6GoodGoodGoodGoodFO16068
January 200590.7GoodGoodGoodGoodFO15600
January 200390.7GoodGoodGoodGoodFO15600
January 200185.5FairGoodGoodSatisfactoryFO50700
January 199985.5FairGoodGoodSatisfactoryFO50700
January 199791.0FairGoodGoodSatisfactoryFO13500
January 199590.9FairGoodGoodSatisfactoryFO13500
January 199390.9FairVery GoodGoodSatisfactoryFO13500
January 199189.7FairVery GoodVery GoodSatisfactoryFO14500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.167165200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6666000
Deck
Reinforced Concrete Slabsq. ft.2,7602,754150
Wearing Surfacessq. ft.2,76002,76000