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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201541.3Functionally obsoleteFairFairFair58907
June 201320.5Functionally obsoleteFairFairFair58907
June 201120.5Functionally obsoleteFairSatisfactoryFair58907
June 200920.5Functionally obsoleteFairSatisfactoryFair58907
March 200920.5Functionally obsoleteFairSatisfactoryFair58907
September 200620.5Functionally obsoleteFairSatisfactoryFair54976
October 200432.3Functionally obsoleteSatisfactorySatisfactorySatisfactory54976
September 200232.7Functionally obsoleteSatisfactorySatisfactorySatisfactory53375
July 200035.8Functionally obsoleteGoodSatisfactoryGood41058
July 199841.5Functionally obsoleteGoodSatisfactoryGood18702
July 199653.2Functionally obsoleteGoodGoodGood18702
July 199453.9Functionally obsoleteGoodGoodGood18702
June 199241.4Functionally obsoleteFairGoodFair37510
June 199041.4Functionally obsoleteSatisfactoryGoodFair44000