OR 99E (HWY001E)CO over HWY 2 & UPRR


+45.52541, -122.66169
45°31'31" N, 122°39'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 99E (HWY001E)CO over HWY 2 & UPRR
Structure number:02350A01EX00020
Location:0.1 MI E PORTLAND CC
Purpose:Carries highway and railroad over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:463.9 ft. [141.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1908
Year reconstructed:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:11
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:67,200 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:32.9 tons [29.9 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:35.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$6,177,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201735.4PoorSatisfactoryPoorPoorSD67200
January 201544.0PoorSatisfactoryPoorPoorSD28502
January 201344.0PoorSatisfactoryPoorPoorSD28502
January 201168.6FairSatisfactorySatisfactorySatisfactoryFO28502
January 200957.9FairSatisfactoryFairFairFO28502
January 200761.1FairGoodFairFairFO27398
January 200560.9FairGoodSatisfactoryFairFO27398
January 200358.0FairGoodSatisfactoryFairFO26600
January 200158.5FairGoodSatisfactoryFairFO23200
January 199967.5FairVery GoodSatisfactoryGoodFO22100
January 199767.5FairVery GoodSatisfactoryGoodFO22100
January 199568.1FairVery GoodSatisfactoryGoodFO22100
January 199374.4FairSatisfactorySatisfactoryGoodFO22100
January 199172.0FairSatisfactoryVery GoodGoodFO26300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.5,6103,3662,24400
Steel Protective Coatingsq. ft.92,39655,43727,7199,2400
Reinforced Concrete Girder/Beamlinear ft.970485436490
Steel Stringerlinear ft.10,6705,8684,2685340
Steel Protective Coatingsq. ft.56,71134,02717,0135,6710
Reinforced Concrete Decksq. ft.43,85632,8928,7712,1930
Wearing Surfacessq. ft.28,88128,881000
Steel Floor Beamlinear ft.1,16870146700
Steel Protective Coatingsq. ft.9,8105,8862,9439810
Reinforced Concrete Top Flangesq. ft.11000
Steel Columneach48103350
Steel Protective Coatingsq. ft.9,6362,8913,8542,8910
Reinforced Concrete Columneach6045960
Reinforced Concrete Abutmentlinear ft.160808000
Reinforced Concrete Pier Caplinear ft.72057614400
Pourable Jointlinear ft.240240000
Open Jointlinear ft.4646000
Other Jointlinear ft.1,01075825200
Movable Bearingeach2002000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.90045045000