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SW SPOKANE ST over DELRIDGE WAY SW

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SW SPOKANE ST over DELRIDGE WAY SW
Structure number:085300000000000
Location:1200 SW Spokane St
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:148.0 ft. [45.1 m]
Total length:1521.1 ft. [463.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:14
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:93,180 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:30.7 tons [27.9 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$76,810,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201557.8Functionally obsoleteGoodGoodVery Good93180
June 201357.8Functionally obsoleteGoodGoodVery Good93180
August 201257.8Functionally obsoleteGoodGoodVery Good93180
May 201157.8Functionally obsoleteGoodGoodVery Good93180
September 200981.0Functionally obsoleteGoodGoodVery Good88662
September 200885.0Not deficientGoodGoodVery Good76700
August 200685.0Not deficientGoodGoodVery Good76700
September 200485.0Not deficientGoodGoodVery Good76700
September 200385.0Not deficientGoodVery GoodVery Good59300
November 200285.0Not deficientGoodVery GoodVery Good59300
August 199985.0Not deficientGoodVery GoodVery Good59300
October 199785.0Not deficientGoodVery GoodVery Good59300
July 199585.0Not deficientGoodVery GoodVery Good59300
October 199285.0Not deficientGoodVery GoodVery Good59300
July 1991100.0Not deficientGoodVery GoodVery Good-