YELLOWSTONE TRAIL over I90;YELLOWSTONE TRAIL GS
Map
Coordinates:
+47.63222, -116.7058347°37'56" N, 116°42'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | YELLOWSTONE TRAIL over I90;YELLOWSTONE TRAIL GS |
Structure number: | 000000000016898 |
Location: | 2.5S. 2.5E. COEUR D'ALENE |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 270.0 ft. [82.3 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 59° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Good | Satisfactory | 350 | 96.0 |
May 2015 | Good | Good | Good | Good | 350 | 96.0 |
May 2013 | Good | Good | Good | Good | 350 | 98.0 |
May 2011 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 2009 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 2007 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 2005 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 2003 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 2001 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 1999 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 1997 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 1995 | Fair | Satisfactory | Good | Good | 350 | 98.0 |
May 1993 | Fair | Satisfactory | Excellent | Excellent | 350 | 100.0 |
December 1991 | Good | Excellent | Excellent | Excellent | 350 | 100.0 |
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 Closed Web/Box Girder | linear ft. | 270 | 258 | 12 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 9,126 | 9,126 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 8,316 | 8,316 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 8,316 | 8,316 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 12 | 0 | 12 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 65 | 7 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 72 | 0 | 72 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 594 | 569 | 25 | 0 | 0 |