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COUNTY ROAD over WHITE RIVER
Map
Coordinates:
+40.03806, -109.45889
40°02'17" N, 109°27'32" W
+40.03806, -109.45889
40°02'17" N, 109°27'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over WHITE RIVER |
| Structure number: | 047046F |
| Location: | 12.5 MILES SE. OF OURAY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 127.3 ft. [38.8 m] |
| Total length: | 129.9 ft. [39.6 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 526 [as of 2010] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 90.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Fair | Satisfactory | Very Good | Good | 526 | 90.1 |
| April 2016 | Fair | Satisfactory | Very Good | Very Good | 526 | 90.1 |
| April 2014 | Fair | Satisfactory | Very Good | Very Good | 526 | 84.3 |
| April 2012 | Good | Good | Very Good | Very Good | 526 | 84.3 |
| March 2010 | Good | Good | Very Good | Very Good | 526 | 84.3 |
| April 2008 | Good | Very Good | Very Good | Very Good | 526 | 84.3 |
| July 2006 | Good | Very Good | Very Good | Very Good | 417 | 85.3 |
| September 2004 | Good | Very Good | Very Good | Very Good | 417 | 85.3 |
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 Girder/Beam | linear ft. | 643 | 643 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,284 | 1,284 | 3,000 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 67 | 64 | 3 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 358 | 178 | 180 | 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/1569681
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569681