COUNTY ROAD over EVACUATION WASH
Map
Coordinates:
+39.83556, -109.1237839°50'08" N, 109°07'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over EVACUATION WASH |
Structure number: | 047049F |
Location: | 14 MILES SOUTH OF BONANZA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 74.5 ft. [22.7 m] |
Total length: | 77.4 ft. [23.6 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
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: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 45 [as of 2010] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 77.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Good | 45 | 77.8 |
April 2016 | Fair | Good | Satisfactory | Good | 45 | 77.8 |
April 2014 | Good | Good | Good | Good | 45 | 76.5 |
April 2012 | Fair | Satisfactory | Good | Good | 45 | 76.5 |
March 2010 | Fair | Satisfactory | Good | Good | 45 | 76.5 |
April 2008 | Fair | Satisfactory | Good | Good | 45 | 76.5 |
July 2006 | Fair | Satisfactory | Good | Good | 35 | 76.6 |
July 2004 | Fair | Satisfactory | Good | Good | 35 | 76.6 |
May 2002 | Fair | Satisfactory | Good | Good | 35 | 76.6 |
April 2000 | Fair | Satisfactory | Good | Good | 35 | 76.6 |
April 1998 | Fair | Satisfactory | Good | Good | 35 | 76.6 |
May 1996 | Fair | Satisfactory | Good | Good | 35 | 76.6 |
April 1994 | Fair | Satisfactory | Good | Good | 35 | 76.9 |
March 1992 | Fair | Satisfactory | Good | Good | 35 | 76.9 |
August 1990 | Fair | Satisfactory | Satisfactory | Good | 35 | 76.9 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 380 | 0 | 365 | 15 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,140 | 0 | 1,124 | 16 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 30 | 22 | 8 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 30 | 0 | 0 | 30 | 0 |
Bearings |
Elastomeric Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 194 | 0 | 0 | 146 | 48 |