PADDEN RD over TIE CREEK 017
Map
Coordinates:
+45.52567, -104.1200945°31'32" N, 104°07'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PADDEN RD over TIE CREEK 017 |
Structure number: | 000000000002438 |
Location: | 12M NW CAPITOL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2017 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $134,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Very Good | Very Good | Very Good | 100 | 80.7 |
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. | 250 | 0 | 250 | 0 | 0 |
Substructure |
Steel Column | each | 12 | 0 | 12 | 0 | 0 |
Steel Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 540 | 540 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 56 | 0 | 56 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,253 | 1,253 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,253 | 1,253 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,253 | 1,253 | 0 | 0 | 0 |