COUNTY ROAD over MILLER CREEK
Map
Coordinates:
+39.51281, -110.7563939°30'46" N, 110°45'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over MILLER CREEK |
Structure number: | 007002F |
Location: | 3 MILES SW. OF WELLINGTON |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 48.9 ft. [14.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 252 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 77.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Very Good | Satisfactory | 252 | 77.5 |
June 2016 | Fair | Good | Very Good | Satisfactory | 252 | 77.5 |
June 2014 | Fair | Good | Very Good | Satisfactory | 252 | 76.0 |
June 2012 | Fair | Good | Very Good | Satisfactory | 252 | 77.5 |
June 2010 | Fair | Good | Very Good | Satisfactory | 252 | 79.5 |
June 2008 | Fair | Good | Very Good | Satisfactory | 252 | 79.5 |
August 2006 | Fair | Good | Very Good | Satisfactory | 200 | 84.0 |
August 2004 | Fair | Good | Very Good | Satisfactory | 200 | 84.0 |
August 2002 | Fair | Good | Very Good | Satisfactory | 200 | 84.0 |
August 2000 | Fair | Good | Very Good | Satisfactory | 200 | 79.0 |
September 1998 | Fair | Good | Very Good | Satisfactory | 200 | 79.0 |
August 1996 | Fair | Good | Very Good | Satisfactory | 200 | 79.0 |
September 1994 | Fair | Good | Very Good | Satisfactory | 200 | 82.0 |
September 1992 | Fair | Good | Very Good | Satisfactory | 180 | 82.0 |
July 1990 | Fair | Good | Very Good | Satisfactory | 180 | 82.0 |
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 Girder/Beam | linear ft. | 176 | 176 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,237 | 1,087 | 150 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 51 | 51 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 98 | 0 | 98 | 0 | 0 |