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COUNTY ROAD over EVACUATION WASH
Map
Coordinates:
+39.95269, -109.15639
39°57'10" N, 109°09'23" W
+39.95269, -109.15639
39°57'10" N, 109°09'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over EVACUATION WASH |
| Structure number: | 047062F |
| Location: | 5 MILES SO. OF BONANZA |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 105.0 ft. [32.0 m] |
| Total length: | 214.6 ft. [65.4 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans 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: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63 [as of 2010] |
| Deck condition: | Good [7 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 desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Good | Very Good | Good | 63 | 94.1 |
| April 2016 | Good | Good | Very Good | Good | 63 | 94.1 |
| April 2014 | Good | Very Good | Very Good | Good | 63 | 94.1 |
| April 2012 | Good | Very Good | Very Good | Very Good | 63 | 94.4 |
| March 2010 | Good | Excellent | Excellent | Excellent | 63 | 94.4 |
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. | 851 | 850 | 0 | 1 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 7,455 | 7,231 | 224 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 1 | 0 | 1 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 122 | 98 | 24 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 32 | 32 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 429 | 389 | 40 | 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/1569690
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569690