Share: 
US-191, (SR-191) over ASHLEY CREEK
Map
Coordinates:
+40.47245, -109.52876
40°28'21" N, 109°31'44" W
+40.47245, -109.52876
40°28'21" N, 109°31'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-191, (SR-191) over ASHLEY CREEK |
| Structure number: | 0F 721 |
| Location: | NORTH EDGE OF VERNAL |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 94.2 ft. [28.7 m] |
| Total length: | 96.5 ft. [29.4 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 59.1 ft. [18.0 m] |
| Skew angle: | 11° |
| Owner: | State Highway Agency [01] |
| Year built: | 2005 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| 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: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,780 [as of 2014] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Fair [5 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 minimum criteria [6] |
| 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 84.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Fair | Good | Good | 3780 | 84.3 |
| July 2015 | Good | Good | Very Good | Very Good | 3780 | 85.5 |
| July 2013 | Good | Good | Very Good | Very Good | 3836 | 85.3 |
| July 2011 | Good | Good | Very Good | Very Good | 3925 | 85.0 |
| July 2009 | Good | Very Good | Very Good | Very Good | 5373 | 90.5 |
| July 2007 | Good | Very Good | Very Good | Very Good | 4264 | 91.2 |
| August 2005 | Good | Very Good | Very Good | Very Good | 4264 | 91.2 |
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. | 667 | 667 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,663 | 0 | 5,663 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 121 | 121 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 291 | 0 | 291 | 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/1570765
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570765