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W GARFIELD ST over MARINA PL, RR, RAVINE

Map 

Coordinates:
+47.63347, -122.37851
47°38'00" N, 122°22'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W GARFIELD ST over MARINA PL, RR, RAVINE
Structure number:085408000000000
Location:1700 W Garfield St
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:3008.0 ft. [916.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:15
Main spans material:Concrete continuous [2]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20,700 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T]
Operating rating:27.0 tons [24.5 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Sufficiency rating:10.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,000,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201710.4PoorFairFairPoorSD20700
March 201516.8PoorFairPoorPoorSD18050
March 201316.8PoorFairPoorFairSD18050
March 201217.8PoorSatisfactoryPoorFairSD16351
August 201117.8PoorSatisfactoryPoorFairSD16351
October 201037.8FairSatisfactoryFairSatisfactoryFO16351
October 200835.4FairSatisfactoryFairSatisfactoryFO20300
May 200835.4FairSatisfactoryFairSatisfactoryFO20300
May 200635.4FairSatisfactoryFairSatisfactoryFO20300
September 200536.6FairSatisfactoryFairSatisfactoryFO18400
June 200336.6FairSatisfactoryFairSatisfactoryFO18400
June 200236.6FairSatisfactoryFairSatisfactoryFO18400
July 200051.0FairGoodSatisfactorySatisfactoryFO14500
July 199851.0FairGoodSatisfactorySatisfactoryFO14500
July 199751.0FairGoodSatisfactorySatisfactoryFO14500
September 199544.7FairGoodSatisfactorySatisfactoryFO14500
August 199244.7FairGoodSatisfactorySatisfactoryFO14500
August 199144.7FairGoodSatisfactorySatisfactoryFO14500