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OR 99W RAMP over B-153 N INTERSTATE AVE

Map

Coordinates:
+45.53533, -122.67377
45°32'07" N, 122°40'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 99W RAMP over B-153 N INTERSTATE AVE
Structure number:07115 01WX00106
Location:BTWN N TILLAMOOK/HANCOCK
Purpose:Carries highway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.0 ft. [19.2 m]
Total length:1011.2 ft. [308.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:24
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:13,400 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:22.0 tons [20.0 metric tons]
Inventory rating:13.0 tons [11.8 metric tons]
Sufficiency rating:47.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$5,901,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201547.6FairFairFairFairFO13400
March 201348.6FairSatisfactoryFairFairFO9108
March 201148.6FairSatisfactoryFairFairFO9108
February 200948.6FairSatisfactoryFairFairFO9108
July 200749.7FairSatisfactoryFairFairFO8755
May 200549.7FairSatisfactoryFairFairFO8755
April 200349.4FairGoodFairFairFO8755
August 200249.5FairGoodSatisfactoryFairFO8500
May 200056.9FairGoodSatisfactoryGoodFO8500
April 199856.9FairGoodSatisfactoryGoodFO8500
November 199692.2FairGoodSatisfactoryGoodFO8500
December 199492.4FairGoodSatisfactoryGoodFO8000
January 199390.4FairGoodSatisfactoryGoodFO8000
January 199187.1FairGoodSatisfactoryGoodFO11000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4,7403,5401,20000
Deck
Reinforced Concrete Top Flangesq. ft.41,71235,4326,265150
Wearing Surfacessq. ft.41,71240,0321,68000
Substructure
Reinforced Concrete Columneach6458060
Reinforced Concrete Abutmentlinear ft.105105000
Reinforced Concrete Pier Caplinear ft.73567847100
Joints
Pourable Jointlinear ft.1288526170
Other Jointlinear ft.145001450
Bearings
Movable Bearingeach40202000
Steel Protective Coatingsq. ft.805812100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,71101,671400
Steel Protective Coatingsq. ft.3,4221,6421,37034070
Reinforced Concrete Bridge Raillinear ft.1,0173056101020