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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201541.6Functionally obsoleteFairFairFair57191
June 201341.6Functionally obsoleteFairFairSatisfactory57191
June 201120.5Functionally obsoleteFairFairSatisfactory57191
June 200932.0Functionally obsoleteSatisfactorySatisfactorySatisfactory57191
March 200932.0Functionally obsoleteSatisfactorySatisfactorySatisfactory57191
September 200632.6Functionally obsoleteSatisfactorySatisfactorySatisfactory54976
October 200432.3Functionally obsoleteSatisfactoryGoodGood54976
September 200232.7Functionally obsoleteSatisfactoryGoodGood53375
July 200035.8Functionally obsoleteGoodGoodSatisfactory41058
20000.0Not applicable---58200
July 199841.5Functionally obsoleteGoodGoodGood18702
July 199650.7Functionally obsoleteGoodSatisfactorySatisfactory18702
July 199451.4Functionally obsoleteGoodSatisfactorySatisfactory18702
July 199247.4Functionally obsoleteFairSatisfactorySatisfactory37510
July 199052.2Functionally obsoleteSatisfactorySatisfactorySatisfactory44000