GREENE STREET over SPOKANE RIV,UPRIVER DR

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Good	33100	66.0
September 2016	Good	Good	Good	Good	33100	66.0
October 2014	Good	Good	Good	Good	33103	66.0
October 2012	Good	Good	Good	Good	41500	46.2
October 2010	Good	Good	Good	Good	41530	66.0
October 2008	Good	Good	Good	Good	37600	66.0
October 2006	Good	Good	Good	Good	32400	66.0
October 2004	Good	Good	Good	Good	32400	66.0
July 2002	Good	Good	Good	Good	38600	66.0
October 2000	Good	Good	Good	Good	38600	66.0
July 1998	Fair	Very Good	Good	Fair	38600	55.0
August 1996	Poor	Poor	Good	Fair	34900	69.8
September 1994	Fair	Satisfactory	Good	Satisfactory	34900	85.9
August 1992	Fair	Satisfactory	Good	Satisfactory	34900	85.9
September 1990	Good	Good	Good	Good	45695	83.3

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Stringer	linear ft.	1,820	1,800	20	0	0
Deck
Reinforced Concrete Deck	sq. ft.	19,219	19,179	40	0	0
Wearing Surfaces	sq. ft.	19,219	0	19,199	20	0
Superstructure
Reinforced Concrete Arch	linear ft.	1,092	1,084	8	0	0
Substructure
Reinforced Concrete Column	each	72	63	8	1	0
Reinforced Concrete Pier Wall	linear ft.	221	221	0	0	0
Reinforced Concrete Abutment	linear ft.	140	132	8	0	0
Reinforced Concrete Pier Cap	linear ft.	2,193	2,133	60	0	0
Joints
Pourable Joint	linear ft.	422	0	422	0	0
Compression Joint	linear ft.	317	0	317	0	0
Bearings
Elastomeric Bearing	each	42	42	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	728	728	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	728	728	0	0	0