COUNTY ROAD over VERDURE CREEK
Map
Coordinates:
+37.78189, -109.2760337°46'55" N, 109°16'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over VERDURE CREEK |
Structure number: | 037013F |
Location: | 5 MILES WEST OF VERDURE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 36.7 ft. [11.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Skew angle: | 39° |
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: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 38 [as of 2010] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Very Good | Good | 38 | 95.9 |
January 2016 | Good | Good | Very Good | Good | 38 | 95.9 |
January 2014 | Good | Good | Very Good | Good | 38 | 97.8 |
January 2012 | Good | Good | Good | Very Good | 38 | 97.8 |
January 2010 | Good | Good | Good | Very Good | 38 | 97.8 |
January 2008 | Good | Good | Good | Very Good | 30 | 97.8 |
March 2006 | Good | Good | Good | Very Good | 30 | 97.8 |
March 2004 | Good | Good | Good | Very Good | 30 | 97.8 |
February 2000 | Good | Good | Good | Very Good | 20 | 93.8 |
February 1998 | Good | Good | Very Good | Very Good | 20 | 93.8 |
February 1996 | Good | Good | Very Good | Very Good | 20 | 97.8 |
March 1994 | Good | Good | Very Good | Very Good | 20 | 97.8 |
April 1992 | Good | Very Good | Very Good | Very Good | 10 | 97.8 |
May 1990 | Good | Very Good | Very Good | Very Good | 10 | 96.8 |
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. | 216 | 216 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,189 | 1,189 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 44 | 44 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 73 | 73 | 0 | 0 | 0 |