COUNTY ROAD over WOODRUFF-RANDOLPH CANAL
Map
Coordinates:
+41.57653, -111.1576741°34'36" N, 111°09'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over WOODRUFF-RANDOLPH CANAL |
Structure number: | 033007C |
Location: | 6 MILES SOUTH OF RANDOLPH |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 26 [as of 2010] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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] |
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 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 79.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Fair | 26 | 79.7 |
May 2016 | Fair | Satisfactory | Fair | Fair | 26 | 79.7 |
May 2014 | Fair | Satisfactory | Fair | Fair | 26 | 58.4 |
May 2012 | Poor | Satisfactory | Poor | Poor | 26 | 42.2 |
May 2010 | Poor | Satisfactory | Poor | Poor | 26 | 48.2 |
May 2008 | Poor | Satisfactory | Poor | Poor | 26 | 48.2 |
October 2007 | Poor | Satisfactory | Poor | Poor | 20 | 48.3 |
August 2006 | Poor | Satisfactory | Poor | Poor | 20 | 48.3 |
July 2004 | Poor | Satisfactory | Poor | Poor | 20 | 48.3 |
July 2002 | Poor | Satisfactory | Poor | Poor | 20 | 48.3 |
August 2000 | Poor | Satisfactory | Poor | Satisfactory | 30 | 43.0 |
August 1998 | Fair | Satisfactory | Fair | Satisfactory | 30 | 51.3 |
August 1996 | Fair | Satisfactory | Fair | Satisfactory | 30 | 51.3 |
July 1994 | Fair | Satisfactory | Fair | Satisfactory | 30 | 58.4 |
July 1992 | Fair | Good | Fair | Satisfactory | 30 | 54.4 |
August 1990 | Poor | Fair | Fair | Poor | 30 | 19.3 |
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. | 139 | 0 | 139 | 0 | 0 |
Timber Girder/Beam | linear ft. | 104 | 52 | 52 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 36 | 31 | 5 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 665 | 645 | 20 | 0 | 0 |