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SALT MINE ROAD over SEVIER RIVER
Map
Coordinates:
+39.05269, -111.85336
39°03'10" N, 111°51'12" W
+39.05269, -111.85336
39°03'10" N, 111°51'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SALT MINE ROAD over SEVIER RIVER |
| Structure number: | 039035C |
| Location: | 2.5 MILES W. OF AXTELL |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 70.2 ft. [21.4 m] |
| Total length: | 72.5 ft. [22.1 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Skew angle: | 10° |
| Owner: | County Highway Agency [02] |
| Year built: | 2009 |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 138 [as of 2010] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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 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: | 99.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Very Good | Very Good | 138 | 99.8 |
| March 2016 | Good | Good | Very Good | Very Good | 138 | 99.8 |
| March 2014 | Good | Very Good | Very Good | Very Good | 138 | 60.7 |
| March 2012 | Good | Very Good | Very Good | Very Good | 138 | 100.0 |
| March 2010 | Good | Excellent | Excellent | Excellent | 138 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 280 | 280 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,960 | 1,960 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 62 | 62 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 28 | 0 | 0 | 28 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 4 | 4 | 0 | 0 | 0 |
| Fixed Bearing | each | 4 | 0 | 4 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 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/1569449
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569449