US 95 over 'B' LINE CANAL
Map
Coordinates:
+43.54528, -116.8622243°32'43" N, 116°51'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 95 over 'B' LINE CANAL |
Structure number: | 000000000018040 |
Location: | 6.8 S. HOMEDALE SCL |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 165.0 ft. [50.3 m] |
Skew angle: | 68° |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
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: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,200 [as of 2015] |
Truck traffic: | 19% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
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: | 93.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
January 2017 | Fair | 6 out of 10 | 2200 | 93.0 |
January 2015 | Fair | 6 out of 10 | 2200 | 93.0 |
January 2013 | Fair | 6 out of 10 | 2300 | 92.9 |
January 2012 | Fair | 6 out of 10 | 2700 | 92.8 |
January 2011 | Fair | 6 out of 10 | 2700 | 92.8 |
January 2010 | Fair | 6 out of 10 | 1900 | 94.6 |
January 2009 | Fair | 6 out of 10 | 1900 | 94.6 |
January 2008 | Fair | 6 out of 10 | 1900 | 94.6 |
January 2007 | Fair | 6 out of 10 | 1900 | 94.6 |
January 2006 | Fair | 6 out of 10 | 1700 | 95.6 |
January 2005 | Fair | 6 out of 10 | 1700 | 95.6 |
January 2004 | Fair | 6 out of 10 | 1700 | 95.6 |
March 2002 | Fair | 6 out of 10 | 1700 | 95.6 |
March 2000 | Good | 7 out of 10 | 1700 | 97.6 |
March 1998 | Good | 7 out of 10 | 1700 | 97.6 |
March 1996 | Good | 7 out of 10 | 1700 | 97.6 |
March 1994 | Good | 7 out of 10 | 1700 | 97.6 |
January 1993 | Good | 7 out of 10 | 1310 | 97.7 |
January 1991 | Good | 7 out of 10 | 1310 | 97.7 |
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. | 131 | 0 | 131 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,992 | 3,202 | 200 | 200 | 390 |