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GREENE STREET over SPOKANE RIV,UPRIVER DR

Map

Coordinates:
+47.67834, -117.36373
47°40'42" N, 117°21'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GREENE STREET over SPOKANE RIV,UPRIVER DR
Structure number:085146000000000
Location:1.65 N OF I-90
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:132.9 ft. [40.5 m]
Total length:434.1 ft. [132.3 m]
Roadway width between curbs:52.8 ft. [16.1 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1999
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:33,100 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:66.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$8,680,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood3310066.0
September 2016GoodGoodGoodGood3310066.0
October 2014GoodGoodGoodGood3310366.0
October 2012GoodGoodGoodGood4150046.2
October 2010GoodGoodGoodGood4153066.0
October 2008GoodGoodGoodGood3760066.0
October 2006GoodGoodGoodGood3240066.0
October 2004GoodGoodGoodGood3240066.0
July 2002GoodGoodGoodGood3860066.0
October 2000GoodGoodGoodGood3860066.0
July 1998FairVery GoodGoodFair3860055.0
August 1996PoorPoorGoodFair3490069.8
September 1994FairSatisfactoryGoodSatisfactory3490085.9
August 1992FairSatisfactoryGoodSatisfactory3490085.9
September 1990GoodGoodGoodGood4569583.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Stringerlinear ft.1,8201,8002000
Deck
Reinforced Concrete Decksq. ft.19,21919,1794000
Wearing Surfacessq. ft.19,219019,199200
Superstructure
Reinforced Concrete Archlinear ft.1,0921,084800
Substructure
Reinforced Concrete Columneach7263810
Reinforced Concrete Pier Walllinear ft.221221000
Reinforced Concrete Abutmentlinear ft.140132800
Reinforced Concrete Pier Caplinear ft.2,1932,1336000
Joints
Pourable Jointlinear ft.422042200
Compression Jointlinear ft.317031700
Bearings
Elastomeric Bearingeach4242000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.728728000
Reinforced Concrete Bridge Raillinear ft.728728000