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BURNSIDE ST over EAST BURNSIDE APPROACH

Map 

Coordinates:
+45.52301, -122.66553
45°31'23" N, 122°39'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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