COUNTY ROAD over MILLER CREEK
Map
Coordinates:
+39.51617, -110.7871439°30'58" N, 110°47'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over MILLER CREEK |
Structure number: | 007001F |
Location: | 3.5 MILES SW. WELLINGTON |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 72.5 ft. [22.1 m] |
Roadway width between curbs: | 32.8 ft. [10.0 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Skew angle: | 24° |
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: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 126 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Very Good | Good | 126 | 98.8 |
June 2016 | Good | Good | Very Good | Good | 126 | 98.8 |
June 2014 | Good | Good | Very Good | Good | 126 | 99.9 |
June 2012 | Good | Good | Very Good | Good | 126 | 98.9 |
June 2010 | Good | Good | Very Good | Good | 126 | 98.9 |
June 2008 | Good | Good | Very Good | Good | 126 | 98.9 |
August 2006 | Good | Good | Very Good | Good | 100 | 99.0 |
August 2004 | Good | Good | Very Good | Good | 100 | 99.0 |
August 2002 | Good | Good | Very Good | Good | 100 | 99.0 |
August 2000 | Good | Good | Very Good | Good | 100 | 94.0 |
September 1998 | Good | Good | Very Good | Good | 100 | 94.0 |
August 1996 | Good | Good | Very Good | Good | 100 | 94.0 |
September 1994 | Good | Good | Very Good | Good | 80 | 99.0 |
September 1992 | Good | Good | Very Good | Good | 75 | 99.0 |
August 1990 | Good | Very Good | Very Good | Good | 75 | 99.0 |
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. | 357 | 357 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,634 | 2,555 | 79 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 79 | 63 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 145 | 130 | 15 | 0 | 0 |