US 12 over DEEP CREEK
Map
Coordinates:
+46.33379, -111.2208146°20'02" N, 111°13'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 12 over DEEP CREEK |
Structure number: | P00014014+08001 |
Location: | 14M E TOWNSEND |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 700 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 87.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 700 | 87.4 |
March 2015 | Fair | Satisfactory | Satisfactory | Fair | 580 | 57.4 |
March 2013 | Fair | Satisfactory | Satisfactory | Fair | 580 | 57.5 |
March 2011 | Fair | Satisfactory | Satisfactory | Fair | 580 | 57.5 |
March 2009 | Fair | Good | Good | Fair | 560 | 58.8 |
March 2007 | Fair | Good | Good | Fair | 660 | 55.4 |
April 2005 | Fair | Good | Good | Fair | 560 | 50.9 |
April 2003 | Fair | Good | Good | Fair | 760 | 47.1 |
December 2000 | Fair | Good | Good | Fair | 650 | 49.6 |
January 1999 | Fair | Good | Good | Fair | 450 | 50.3 |
February 1997 | Fair | Good | Good | Fair | 610 | 47.8 |
February 1995 | Fair | Good | Very Good | Satisfactory | 580 | 59.7 |
May 1993 | Good | Good | Very Good | Good | 480 | 60.7 |
May 1991 | Good | Good | Very Good | Good | 420 | 63.9 |