Share:

W GARFIELD ST over MARINA PL, RR, RAVINE

Map

Coordinates:
+47.63349, -122.38609
47°38'01" N, 122°23'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:19.7 ft. [6.0 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: August 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorFairFairPoor2070010.4
March 2017PoorFairFairPoor2070010.4
March 2015PoorFairPoorPoor1805016.8
March 2013PoorFairPoorFair1805016.8
March 2012PoorSatisfactoryPoorFair1635117.8
August 2011PoorSatisfactoryPoorFair1635117.8
October 2010FairSatisfactoryFairSatisfactory1635137.8
October 2008FairSatisfactoryFairSatisfactory2030035.4
May 2008FairSatisfactoryFairSatisfactory2030035.4
May 2006FairSatisfactoryFairSatisfactory2030035.4
September 2005FairSatisfactoryFairSatisfactory1840036.6
June 2003FairSatisfactoryFairSatisfactory1840036.6
June 2002FairSatisfactoryFairSatisfactory1840036.6
July 2000FairGoodSatisfactorySatisfactory1450051.0
July 1998FairGoodSatisfactorySatisfactory1450051.0
July 1997FairGoodSatisfactorySatisfactory1450051.0
September 1995FairGoodSatisfactorySatisfactory1450044.7
August 1992FairGoodSatisfactorySatisfactory1450044.7
August 1991FairGoodSatisfactorySatisfactory1450044.7