COUNTY ROAD over DOBIE WASH
Map
Coordinates:
+39.02767, -110.1623639°01'40" N, 110°09'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over DOBIE WASH |
Structure number: | 015001F |
Location: | 2.5 MI.NO.OF GREEN RIVER |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 158 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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 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: | 92.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Very Good | Very Good | 158 | 92.5 |
June 2016 | Good | Good | Very Good | Very Good | 158 | 92.5 |
June 2014 | Good | Good | Very Good | Very Good | 158 | 90.9 |
June 2012 | Good | Good | Very Good | Very Good | 158 | 93.5 |
June 2010 | Good | Good | Very Good | Very Good | 158 | 92.5 |
June 2008 | Good | Good | Very Good | Very Good | 158 | 92.5 |
August 2006 | Good | Good | Good | Very Good | 125 | 92.8 |
August 2004 | Good | Good | Good | Very Good | 125 | 92.8 |
August 2002 | Good | Good | Good | Very Good | 125 | 92.8 |
August 2000 | Good | Good | Good | Very Good | 125 | 87.8 |
September 1998 | Good | Good | Good | Very Good | 125 | 87.8 |
August 1996 | Good | Good | Good | Very Good | 125 | 87.8 |
September 1994 | Good | Good | Good | Very Good | 100 | 93.3 |
September 1992 | Good | Good | Very Good | Very Good | 100 | 93.3 |
August 1990 | Good | Good | Very Good | Very Good | 100 | 93.3 |
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. | 284 | 284 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,229 | 1,899 | 330 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 58 | 58 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 222 | 222 | 0 | 0 | 0 |