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COUNTY ROAD 6E over SAN LUIS CANAL
Map
Coordinates:
+37.57743, -106.03929
37°34'39" N, 106°02'21" W
+37.57743, -106.03929
37°34'39" N, 106°02'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD 6E over SAN LUIS CANAL |
| Structure number: | RGDE06-00.20NA |
| Location: | 1.2 MI N OF CR 1S |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 27.2 ft. [8.3 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2005 |
| 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: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 799 [as of 2017] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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: | 96.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Fair | Good | Satisfactory | Good | 799 | 96.8 |
| December 2016 | Fair | Good | Satisfactory | Good | 903 | 96.8 |
| December 2014 | Fair | Good | Satisfactory | Good | 903 | 96.8 |
| December 2012 | Good | Good | Good | Good | 1099 | 95.7 |
| December 2010 | Good | Good | Good | Good | 1099 | 95.7 |
| December 2008 | Good | Good | Good | Good | 1232 | 95.7 |
| December 2006 | Good | Very Good | Good | Very Good | 1232 | 95.7 |
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. | 447 | 0 | 447 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 119 | 0 | 119 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 957 | 957 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 957 | 607 | 350 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 64 | 64 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 60 | 60 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 60 | 60 | 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/1071503
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1071503