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US-40 (SR-40) over ASHLEY CREEK
Map
Coordinates:
+40.37516, -109.40818
40°22'31" N, 109°24'29" W
+40.37516, -109.40818
40°22'31" N, 109°24'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-40 (SR-40) over ASHLEY CREEK |
| Structure number: | 0F 593 |
| Location: | 9.5 MILES EAST OF VERNAL |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 109.6 ft. [33.4 m] |
| Total length: | 112.5 ft. [34.3 m] |
| Roadway width between curbs: | 43.3 ft. [13.2 m] |
| Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 1996 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| 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: July 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,910 [as of 2014] |
| Truck traffic: | 27% 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: | Equal to present desirable criteria [8] |
| 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: | 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: | 96.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Good | Good | Very Good | Very Good | 4910 | 96.3 |
| July 2015 | Good | Good | Very Good | Very Good | 4910 | 96.3 |
| July 2013 | Good | Good | Very Good | Very Good | 4609 | 96.5 |
| July 2011 | Good | Good | Very Good | Very Good | 4925 | 96.3 |
| July 2009 | Good | Good | Very Good | Very Good | 4925 | 96.3 |
| November 2007 | Good | Very Good | Very Good | Very Good | 4565 | 96.6 |
| August 2005 | Good | Very Good | Very Good | Very Good | 4565 | 96.6 |
| July 2003 | Good | Very Good | Very Good | Very Good | 5865 | 94.6 |
| June 1999 | Good | Very Good | Very Good | Very Good | 5072 | 89.9 |
| June 1997 | Good | Very Good | Very Good | Very Good | 4865 | 91.1 |
| February 1996 | Good | Excellent | Excellent | Excellent | 4405 | 93.7 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 666 | 666 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,178 | 4,928 | 250 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 99 | 99 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 323 | 323 | 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/1570722
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570722