US 287 over DEEP CREEK
Map
Coordinates:
+46.28611, -111.4993046°17'10" N, 111°29'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 287 over DEEP CREEK |
Structure number: | P00008080+00541 |
Location: | 2M S TOWNSEND |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 84.6 ft. [25.8 m] |
Total length: | 84.6 ft. [25.8 m] |
Roadway width between curbs: | 74.2 ft. [22.6 m] |
Deck width edge-to-edge: | 76.8 ft. [23.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,322 [as of 2016] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Good | Satisfactory | 5322 | 80.0 |
November 2015 | Fair | Satisfactory | Good | Satisfactory | 3570 | 80.0 |
November 2013 | Good | Good | Good | Good | 3570 | 80.0 |
November 2011 | Fair | Satisfactory | Satisfactory | Fair | 3570 | 59.6 |
December 2009 | Fair | Satisfactory | Good | Fair | 4050 | 58.6 |
January 2008 | Fair | Satisfactory | Good | Fair | 4810 | 59.6 |
February 2006 | Fair | Satisfactory | Good | Fair | 3800 | 59.6 |
February 2004 | Fair | Satisfactory | Good | Fair | 3630 | 60.6 |
November 2001 | Fair | Satisfactory | Good | Satisfactory | 3630 | 71.6 |
February 2000 | Fair | Satisfactory | Good | Satisfactory | 3240 | 71.6 |
March 1998 | Fair | Satisfactory | Good | Satisfactory | 3040 | 71.6 |
December 1995 | Fair | Satisfactory | Good | Satisfactory | 2794 | 71.5 |
July 1994 | Fair | Satisfactory | Very Good | Satisfactory | 3017 | 71.5 |
June 1992 | Fair | Satisfactory | Very Good | Satisfactory | 2965 | 64.6 |
May 1990 | Fair | Satisfactory | Good | Satisfactory | 3072 | 64.6 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 594 | 594 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,501 | 4,921 | 520 | 1,060 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 108 | 54 | 54 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 171 | 153 | 18 | 0 | 0 |