I 90 WBL over PEDESTRIAN/BIKE PATH
Map
Coordinates:
+47.70111, -116.8155647°42'04" N, 116°48'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 90 WBL over PEDESTRIAN/BIKE PATH |
Structure number: | 000000000016820 |
Location: | COEUR D'ALENE NWCL |
Purpose: | Carries highway over pedestrian/bicycle trail |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Skew angle: | 33° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 28,000 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Very Good | Fair | 28000 | 84.0 |
March 2015 | Fair | Satisfactory | Very Good | Fair | 26000 | 84.2 |
March 2013 | Fair | Satisfactory | Very Good | Fair | 26000 | 84.2 |
March 2011 | Fair | Satisfactory | Very Good | Fair | 25750 | 84.2 |
March 2009 | Fair | Satisfactory | Very Good | Fair | 53000 | 80.6 |
March 2007 | Fair | Satisfactory | Very Good | Fair | 51000 | 80.8 |
March 2005 | Fair | Satisfactory | Very Good | Fair | 48000 | 81.1 |
March 2003 | Fair | Satisfactory | Very Good | Fair | 43500 | 81.6 |
March 2001 | Fair | Satisfactory | Very Good | Fair | 43500 | 81.6 |
March 2000 | Fair | Fair | Very Good | Fair | 40000 | 81.3 |
March 1998 | Fair | Fair | Very Good | Satisfactory | 40000 | 92.9 |
March 1996 | Fair | Satisfactory | Very Good | Satisfactory | 37000 | 93.0 |
March 1994 | Fair | Satisfactory | Very Good | Satisfactory | 37000 | 93.7 |
April 1992 | Fair | Satisfactory | Very Good | Satisfactory | 27470 | 94.5 |
April 1990 | Good | Good | Very Good | Good | 27470 | 92.5 |
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. | 780 | 780 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,304 | 5,296 | 8 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,940 | 3,980 | 960 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 0 | 8 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 7 | 22 | 53 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 82 | 82 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 79 | 63 | 16 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 17 | 4 | 3 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 260 | 260 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,869 | 2,869 | 0 | 0 | 0 |