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COUNTY ROAD 6N over RIO GRANDE CANAL
Map
Coordinates:
+37.66108, -106.19798
37°39'40" N, 106°11'53" W
+37.66108, -106.19798
37°39'40" N, 106°11'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD 6N over RIO GRANDE CANAL |
| Structure number: | RGDN06-02.60WA |
| Location: | 0.3 MI E of CR 3W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 38.7 ft. [11.8 m] |
| Total length: | 42.7 ft. [13.0 m] |
| Roadway width between curbs: | 33.1 ft. [10.1 m] |
| Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
| Skew angle: | 64° |
| Owner: | County Highway Agency [02] |
| Year built: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 26 [as of 2017] |
| 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: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 93.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Good | Good | Good | 26 | 93.0 |
| December 2016 | Good | Very Good | Very Good | Very Good | 38 | 93.0 |
| December 2014 | Good | Very Good | Very Good | Very Good | 38 | 93.0 |
| December 2012 | Good | Very Good | Very Good | Very Good | 52 | 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 |
|---|---|---|---|---|---|---|
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,982 | 2,978 | 4 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,409 | 1,177 | 0 | 232 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 319 | 318 | 1 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 319 | 319 | 0 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 511 | 511 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 85 | 85 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 65 | 65 | 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/1646629
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1646629