COUNTY ROAD over WILLOW CREEK
Map
Coordinates:
+39.59519, -109.5720639°35'43" N, 109°34'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over WILLOW CREEK |
Structure number: | 047061C |
Location: | 13.5 MI.S.BUCK CYN.RD.JCT |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 40.7 ft. [12.4 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 13.5 ft. [4.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1972 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 13 [as of 2010] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 31.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Fair | Fair | 13 | 31.2 |
April 2016 | Fair | Fair | Fair | Fair | 13 | 32.2 |
April 2014 | Fair | Fair | Fair | Fair | 13 | 23.0 |
April 2012 | Fair | Fair | Fair | Fair | 13 | 59.4 |
May 2010 | Fair | Fair | Fair | Fair | 13 | 59.4 |
September 2007 | Poor | Fair | Fair | Poor | 13 | 43.3 |
July 2006 | Poor | Fair | Fair | Poor | 10 | 44.4 |
July 2004 | Poor | Satisfactory | Fair | Poor | 10 | 45.4 |
May 2002 | Poor | Satisfactory | Fair | Poor | 10 | 45.4 |
May 2000 | Poor | Satisfactory | Fair | Poor | 10 | 45.4 |
May 1998 | Poor | Satisfactory | Fair | Poor | 10 | 45.4 |
May 1996 | Poor | Good | Fair | Poor | 10 | 45.4 |
April 1994 | Poor | Satisfactory | Fair | Poor | 10 | 45.4 |
March 1992 | Poor | Satisfactory | Fair | Poor | 10 | 45.4 |
August 1990 | Poor | Fair | Fair | Poor | 10 | 44.4 |
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. | 164 | 41 | 123 | 0 | 0 |
Substructure |
Other Material Abutment | linear ft. | 27 | 0 | 27 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 550 | 385 | 165 | 0 | 0 |