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BURNSIDE ST over EAST BURNSIDE APPROACH

Map

Coordinates:
+45.52301, -122.66553
45°31'23" N, 122°39'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BURNSIDE ST over EAST BURNSIDE APPROACH
Structure number:00511B932600000
Location:EAST END BURNSIDE BR
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.9 ft. [32.9 m]
Total length:859.0 ft. [261.8 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:13.5 ft. [4.1 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:8
Main spans material:Steel continuous [4]
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:57,191 [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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:41.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$12,158,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201541.6FairFairFairFairFO57191
June 201341.6FairFairFairSatisfactoryFO57191
June 201120.5FairFairFairSatisfactoryFO57191
June 200932.0FairSatisfactorySatisfactorySatisfactoryFO57191
March 200932.0FairSatisfactorySatisfactorySatisfactoryFO57191
September 200632.6FairSatisfactorySatisfactorySatisfactoryFO54976
October 200432.3FairSatisfactoryGoodGoodFO54976
September 200232.7FairSatisfactoryGoodGoodFO53375
July 200035.8FairGoodGoodSatisfactoryFO41058
July 199841.5GoodGoodGoodGoodFO18702
July 199650.7FairGoodSatisfactorySatisfactoryFO18702
July 199451.4FairGoodSatisfactorySatisfactoryFO18702
July 199247.4FairFairSatisfactorySatisfactoryFO37510
July 199052.2FairSatisfactorySatisfactorySatisfactoryFO44000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,4581,453140
Steel Protective Coatingsq. ft.23,324020,4092,9150
Reinforced Concrete Girder/Beamlinear ft.2,7192,0045451700
Steel Stringerlinear ft.9,1209,0610590
Steel Protective Coatingsq. ft.36,48033,2353,1001450
Reinforced Concrete Stringerlinear ft.8080000
Deck
Reinforced Concrete Decksq. ft.61,22660,2486173610
Wearing Surfacessq. ft.42,01841,87814000
Superstructure
Steel Floor Beamlinear ft.2,7242,6980260
Steel Protective Coatingsq. ft.35,40513,80912,3918,851354
Reinforced Concrete Floor Beamlinear ft.3635100
Deck
Reinforced Concrete Top Flangesq. ft.18,68416,6022,002800
Wearing Surfacessq. ft.15,57015,570000
Substructure
Reinforced Concrete Columneach42241080
Reinforced Concrete Abutmentlinear ft.108752940
Reinforced Concrete Pile Cap/Footinglinear ft.80800
Reinforced Concrete Pier Caplinear ft.648063990
Joints
Pourable Jointlinear ft.500500000
Compression Jointlinear ft.2101852500
Assembly without Seal Jointlinear ft.5454000
Bearings
Movable Bearingeach5448600
Steel Protective Coatingsq. ft.3024600
Fixed Bearingeach30300
Steel Protective Coatingsq. ft.1813500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,36201,332300