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BURNSIDE ST over WEST BURNSIDE APPROACH

Map 

Coordinates:
+45.52310, -122.67030
45°31'23" N, 122°40'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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