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BURNSIDE ST over WEST BURNSIDE APPROACH

Map

Coordinates:
+45.52310, -122.67030
45°31'23" N, 122°40'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BURNSIDE ST over WEST BURNSIDE APPROACH
Structure number:00511A932600000
Location:WEST END BURNSIDE BR
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:618.1 ft. [188.4 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1927
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Girder and floorbeam system [03]
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: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:58,907 [as of 2010]
Truck traffic:10% 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: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:25.0 tons [22.7 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:41.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$8,850,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201541.3FairFairFairFairFO58907
June 201320.5FairFairFairFairFO58907
June 201120.5FairFairSatisfactoryFairFO58907
June 200920.5FairFairSatisfactoryFairFO58907
March 200920.5FairFairSatisfactoryFairFO58907
September 200620.5FairFairSatisfactoryFairFO54976
October 200432.3FairSatisfactorySatisfactorySatisfactoryFO54976
September 200232.7FairSatisfactorySatisfactorySatisfactoryFO53375
July 200035.8FairGoodSatisfactoryGoodFO41058
July 199841.5FairGoodSatisfactoryGoodFO18702
July 199653.2GoodGoodGoodGoodFO18702
July 199453.9GoodGoodGoodGoodFO18702
June 199241.4FairFairGoodFairFO37510
June 199041.4FairSatisfactoryGoodFairFO44000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7,5006,2721,186393
Reinforced Concrete Stringerlinear ft.1,6741,674000
Deck
Reinforced Concrete Decksq. ft.53,20048,0585,132100
Wearing Surfacessq. ft.42,02433,4568,56800
Superstructure
Reinforced Concrete Floor Beamlinear ft.1,2901,167111120
Substructure
Reinforced Concrete Columneach743711260
Reinforced Concrete Abutmentlinear ft.8608600
Reinforced Concrete Pier Caplinear ft.1,2907064081760
Joints
Pourable Jointlinear ft.77462415000
Compression Jointlinear ft.8608600
Bearings
Elastomeric Bearingeach1212000
Movable Bearingeach8885003
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.972571360410