SH 3 over I 90 EB-WB;ROSE LAKE IC
Map
Coordinates:
+47.57417, -116.4422247°34'27" N, 116°26'32" W
Facts
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] |
Latest Available Inspection: July 2017
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 |
Previous Inspections
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 |
Element Data
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 |