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PADDEN RD over TIE CREEK 017
Map
Coordinates:
+45.52567, -104.12009
45°31'32" N, 104°07'12" W
+45.52567, -104.12009
45°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1710918
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1710918