COUNTY ROAD over WILLOW CREEK
Map
Coordinates:
+39.66197, -109.5505839°39'43" N, 109°33'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over WILLOW CREEK |
Structure number: | 047050C |
Location: | 5.5 MI.S.OF BUCK CYN.JCT. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.3 ft. [13.5 m] |
Total length: | 46.3 ft. [14.1 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1987 |
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: | 10 [as of 2010] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
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 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 52.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Satisfactory | Satisfactory | 10 | 52.2 |
April 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 51.2 |
April 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 77.9 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 77.9 |
May 2010 | Fair | Satisfactory | Fair | Satisfactory | 13 | 66.8 |
September 2007 | Fair | Satisfactory | Fair | Satisfactory | 13 | 66.8 |
July 2006 | Fair | Satisfactory | Fair | Satisfactory | 10 | 66.9 |
July 2004 | Fair | Satisfactory | Fair | Satisfactory | 10 | 66.9 |
May 2002 | Fair | Satisfactory | Fair | Satisfactory | 10 | 66.9 |
May 2000 | Fair | Satisfactory | Fair | Satisfactory | 10 | 61.9 |
May 1998 | Fair | Satisfactory | Fair | Satisfactory | 10 | 61.9 |
May 1996 | Fair | Satisfactory | Good | Satisfactory | 10 | 76.4 |
April 1994 | Fair | Satisfactory | Good | Satisfactory | 10 | 80.7 |
March 1992 | Fair | Satisfactory | Good | Satisfactory | 10 | 80.7 |
August 1990 | Fair | Satisfactory | Good | Satisfactory | 10 | 80.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 279 | 0 | 140 | 139 | 0 |
Substructure |
Timber Abutment | linear ft. | 32 | 32 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 42 | 0 | 42 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 733 | 0 | 431 | 300 | 2 |