County Road 14 over North Fork White River
Map
Coordinates:
+40.01361, -107.5568140°00'49" N, 107°33'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 14 over North Fork White River |
Structure number: | RIOB-014-00.23A |
Location: | 0.1 Mi E of Co Rd 8 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 87.9 ft. [26.8 m] |
Total length: | 93.8 ft. [28.6 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2016] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 20 | 93.9 |
September 2016 | Good | Good | Good | Good | 17 | 93.9 |
September 2014 | Good | Good | Good | Good | 17 | 93.9 |
September 2012 | Good | Good | Good | Good | 17 | 93.9 |
September 2010 | Good | Good | Good | Very Good | 12 | 93.9 |
September 2008 | Good | Good | Very Good | Very Good | 12 | 93.9 |
August 2006 | Good | Very Good | Very Good | Very Good | 53 | 98.0 |
November 2004 | Good | Very Good | Very Good | Very Good | 53 | 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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 375 | 372 | 3 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,296 | 2,236 | 60 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 51 | 49 | 2 | 0 | 0 |
Joints |
Other Joint | linear ft. | 281 | 281 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 187 | 187 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 187 | 182 | 5 | 0 | 0 |