I 90 EBL & WBL over CEDAR CREEK
Map
Coordinates:
+47.62833, -116.5975047°37'42" N, 116°35'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 90 EBL & WBL over CEDAR CREEK |
Structure number: | 000000000016930 |
Location: | 11.6 E. COEUR D'ALENE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 190.0 ft. [57.9 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,000 [as of 2015] |
Truck traffic: | 22% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $423,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2017 | Fair | 6 out of 10 | 13000 | 69.7 |
July 2015 | Fair | 6 out of 10 | 12000 | 69.7 |
July 2013 | Fair | 6 out of 10 | 12000 | 69.7 |
July 2011 | Fair | 6 out of 10 | 12500 | 80.0 |
July 2009 | Fair | 6 out of 10 | 13000 | 80.0 |
July 2007 | Fair | 6 out of 10 | 13000 | 80.0 |
July 2005 | Fair | 6 out of 10 | 13000 | 80.0 |
July 2003 | Fair | 6 out of 10 | 12000 | 80.0 |
August 2001 | Fair | 6 out of 10 | 12000 | 80.0 |
August 1999 | Fair | 6 out of 10 | 12000 | 80.0 |
August 1997 | Good | 7 out of 10 | 11000 | 80.0 |
March 1995 | Good | 7 out of 10 | 11000 | 80.0 |
March 1993 | Good | 7 out of 10 | 8830 | 80.0 |
June 1991 | Good | 8 out of 10 | 8830 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Steel Culvert | linear ft. | 190 | 120 | 70 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,000 | 4,000 | 1,000 | 0 | 0 |