I-82 over YAKIMA RIVER

Map

Coordinates:
+46.63140, -120.51802
46°37'53" N, 120°31'05" W

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

Name:	I-82 over YAKIMA RIVER
Structure number:	0006123B0000000
Location:	0.4 E JCT SR 823
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	279.9 ft. `[85.3 m]`
Total length:	284.1 ft. `[86.6 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	44.9 ft. `[13.7 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,410 `[as of 2016]`
Truck traffic:	20% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	69.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$5,680,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Satisfactory	Good	12410	69.5
August 2016	Fair	Satisfactory	Satisfactory	Good	10493	69.7
August 2014	Fair	Good	Satisfactory	Good	10493	69.7
August 2012	Fair	Satisfactory	Satisfactory	Satisfactory	11449	69.6
September 2010	Fair	Satisfactory	Satisfactory	Satisfactory	16602	68.9
September 2008	Fair	Satisfactory	Satisfactory	Satisfactory	16602	68.9
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	8500	70.9
September 2004	Fair	Satisfactory	Satisfactory	Satisfactory	8500	70.9
March 2002	Fair	Fair	Satisfactory	Satisfactory	8500	69.9
August 2000	Fair	Fair	Satisfactory	Satisfactory	20049	67.5
August 1998	Poor	Poor	Satisfactory	Satisfactory	20049	66.4
October 1996	Fair	Fair	Satisfactory	Satisfactory	20049	68.5
August 1994	Fair	Good	Satisfactory	Satisfactory	20049	72.1
November 1992	Fair	Good	Satisfactory	Satisfactory	17350	72.3
August 1990	Poor	Serious	Good	Good	17350	67.2

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	1,704	1,704	0	0	0
Steel Protective Coating	sq. ft.	11,207	10,570	0	549	88
Deck
Reinforced Concrete Deck	sq. ft.	11,360	11,312	24	0	24
Wearing Surfaces	sq. ft.	11,360	0	11,346	14	0
Superstructure
Steel Truss	linear ft.	560	336	28	196	0
Steel Protective Coating	sq. ft.	36,832	34,738	0	1,805	289
Steel Floor Beam	linear ft.	450	327	0	123	0
Steel Protective Coating	sq. ft.	2,959	2,791	0	145	23
Steel Gusset Plate	each	40	40	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	135	125	0	10	0
Joints
Open Joint	linear ft.	360	0	160	80	120
Assembly without Seal Joint	linear ft.	80	0	40	40	0
Bearings
Movable Bearing	each	2	2	0	0	0
Fixed Bearing	each	2	2	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,136	1,132	0	4	0