US 95 over I 90B;NW BLVD;US 95 IC
Map
Coordinates:
+47.68700, -116.7968347°41'13" N, 116°47'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 95 over I 90B;NW BLVD;US 95 IC |
Structure number: | 000000000018685 |
Location: | IN COEUR D'ALENE |
Purpose: | Carries highway overpass over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 48.9 ft. [14.9 m] |
Deck width edge-to-edge: | 56.8 ft. [17.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,500 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Satisfactory | Satisfactory | 12500 | 93.8 |
April 2016 | Fair | Fair | Satisfactory | Satisfactory | 12500 | 89.3 |
April 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 12000 | 91.5 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 12000 | 91.5 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 8100 | 88.5 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 8900 | 88.2 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 8900 | 88.2 |
April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 8900 | 88.2 |
April 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 8900 | 88.2 |
April 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 8900 | 86.2 |
April 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 8900 | 86.2 |
April 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 6400 | 87.0 |
April 1994 | Fair | Satisfactory | Very Good | Good | 6500 | 87.8 |
April 1992 | Good | Good | Very Good | Good | 6120 | 94.1 |
May 1990 | Good | Good | Very Good | Good | 6120 | 93.1 |
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 |
Steel Girder/Beam | linear ft. | 581 | 576 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 7,984 | 5,869 | 1,850 | 250 | 15 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,828 | 1,936 | 2,290 | 602 | 0 |
Wearing Surfaces | sq. ft. | 4,365 | 1,275 | 0 | 0 | 3,090 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 115 | 41 | 68 | 6 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 115 | 60 | 55 | 0 | 0 |
Bearings |
Movable Bearing | each | 7 | 7 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 7 | 0 | 0 | 0 | 7 |
Fixed Bearing | each | 7 | 7 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 7 | 0 | 0 | 0 | 7 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 167 | 153 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 726 | 416 | 150 | 125 | 35 |