SH 3 over I 90 EB-WB;ROSE LAKE IC

Map

Coordinates:
+47.57417, -116.44222
47°34'27" N, 116°26'32" W

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

Name:	SH 3 over I 90 EB-WB;ROSE LAKE IC
Structure number:	000000000010150
Location:	21.1 E. COEUR D'ALENE
Purpose:	Carries highway overpass over highway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	209.0 ft. `[63.7 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1962
Year reconstructed:	1981
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:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,900 `[as of 2015]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	87.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Satisfactory	1900	87.5
July 2013	Fair	Satisfactory	Satisfactory	Satisfactory	1900	84.5
July 2011	Fair	Satisfactory	Satisfactory	Satisfactory	1500	83.3
July 2009	Fair	Satisfactory	Satisfactory	Satisfactory	1500	83.3
July 2007	Fair	Satisfactory	Satisfactory	Satisfactory	1700	83.3
July 2005	Fair	Satisfactory	Satisfactory	Satisfactory	1700	83.3
July 2003	Fair	Satisfactory	Satisfactory	Satisfactory	1600	83.3
July 2001	Fair	Satisfactory	Satisfactory	Satisfactory	1600	83.3
July 2000	Fair	Satisfactory	Good	Satisfactory	1600	81.3
July 1998	Fair	Satisfactory	Good	Good	1600	81.3
July 1996	Fair	Satisfactory	Good	Good	1600	81.3
March 1994	Fair	Satisfactory	Good	Good	1600	84.6
March 1992	Good	Good	Very Good	Very Good	1650	84.6

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,045	1,024	21	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,939	6,512	427	0	0
Substructure
Reinforced Concrete Column	each	9	0	9	0	0
Reinforced Concrete Abutment	linear ft.	66	66	0	0	0
Reinforced Concrete Pier Cap	linear ft.	90	50	40	0	0
Joints
Pourable Joint	linear ft.	137	0	137	0	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Fixed Bearing	each	20	20	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	414	409	0	5	0
Steel Protective Coating	sq. ft.	621	621	0	0	0