COUNTY ROAD D over DISAPPOINTMENT CRK TRIB
Map
Coordinates:
+37.89644, -108.6186937°53'47" N, 108°37'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD D over DISAPPOINTMENT CRK TRIB |
Structure number: | DOL-002A |
Location: | AT N END of COUNTY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 36.4 ft. [11.1 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17 [as of 2018] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Fair | 17 | 87.2 |
June 2016 | Good | Good | Good | Good | 11 | 98.3 |
June 2014 | Good | Good | Good | Good | 11 | 98.3 |
June 2012 | Good | Good | Good | Good | 10 | 98.3 |
June 2010 | Good | Good | Very Good | Very Good | 10 | 97.3 |
June 2008 | Good | Good | Very Good | Very Good | 59 | 97.0 |
June 2006 | Good | Good | Very Good | Very Good | 59 | 97.0 |
April 2004 | Good | Good | Very Good | Very Good | 59 | 97.0 |
March 2002 | Good | Good | Very Good | Very Good | 59 | 97.0 |
November 1999 | Good | Very Good | Very Good | Very Good | 59 | 98.0 |
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 |
Steel Girder/Beam | linear ft. | 240 | 0 | 240 | 0 | 0 |
Steel Protective Coating | sq. ft. | 240 | 21 | 219 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,300 | 700 | 600 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 67 | 23 | 44 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 80 | 80 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 80 | 80 | 0 | 0 | 0 |