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BELMONT ST over OR 99E (HWY 001E)

Map

Coordinates:
+45.51651, -122.66180
45°30'59" N, 122°39'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BELMONT ST over OR 99E (HWY 001E)
Structure number:02758A935000000
Location:EAST END MORRISON BR
Purpose:Carries highway overpass over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:127.0 ft. [38.7 m]
Total length:1733.0 ft. [528.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:27
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,733 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:71.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$13,169,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201571.7FairSatisfactoryGoodSatisfactoryFO24733
March 201358.7FairSatisfactoryGoodGood-24733
March 201158.7FairSatisfactoryGoodGood-24733
February 200954.7FairSatisfactoryGoodGoodFO24733
September 200657.7FairSatisfactoryGoodGoodFO23775
October 200454.5FairSatisfactoryGoodGoodFO23775
September 200254.5FairSatisfactoryGoodGoodFO23083
July 200054.5GoodGoodGoodGoodFO22411
July 199866.2GoodGoodGoodGoodFO22706
July 199673.5GoodGoodGoodGood-22706
July 199474.5GoodGoodGoodGood-22706
June 199274.5FairGoodGoodSatisfactory-28220
June 199074.5FairGoodSatisfactorySatisfactory-8370

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.12,00010,8001,20000
Steel Protective Coatingsq. ft.216,000172,80043,20000
Deck
Reinforced Concrete Decksq. ft.91,83091,154602740
Wearing Surfacessq. ft.81,43246,92334,50900
Substructure
Reinforced Concrete Columneach7167400
Reinforced Concrete Abutmentlinear ft.9292000
Reinforced Concrete Pier Caplinear ft.1,5181,42384110
Joints
Pourable Jointlinear ft.1,5431,4944270
Bearings
Movable Bearingeach1831364610
Steel Protective Coatingsq. ft.3663462000
Fixed Bearingeach1811364500
Steel Protective Coatingsq. ft.3623422000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,8823,8470350