SR-121 over ASHLEY UPPER CANAL
Map
Coordinates:
+40.46274, -109.5968540°27'46" N, 109°35'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-121 over ASHLEY UPPER CANAL |
Structure number: | 0E1842 |
Location: | WEST SIDE OF MAESER |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 20.3 ft. [6.2 m] |
Total length: | 22.6 ft. [6.9 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,725 [as of 2014] |
Truck traffic: | 34% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 73.1 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2017 | Good | 8 out of 10 | 1725 | 73.1 |
July 2015 | Good | 8 out of 10 | 1725 | 67.3 |
July 2013 | Good | 7 out of 10 | 1642 | 53.2 |
July 2011 | Good | 8 out of 10 | 2035 | 79.4 |
July 2009 | Good | 8 out of 10 | 2035 | 92.0 |
July 2007 | Good | 8 out of 10 | 1230 | 93.6 |
August 2005 | Good | 8 out of 10 | 1230 | 94.6 |
July 2003 | Good | 8 out of 10 | 2960 | 91.4 |
June 1999 | Good | 8 out of 10 | 1265 | 94.6 |
June 1997 | Good | 8 out of 10 | 1140 | 94.8 |
June 1995 | Good | 8 out of 10 | 1485 | 94.2 |
August 1993 | Good | 8 out of 10 | 1355 | 94.4 |
May 1991 | Good | 8 out of 10 | 740 | 96.6 |
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 |
Reinforced Concrete Culvert | linear ft. | 44 | 44 | 0 | 0 | 0 |