N FORK RD over DEEP CREEK 008
Map
Coordinates:
+46.32505, -111.2829846°19'30" N, 111°16'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N FORK RD over DEEP CREEK 008 |
Structure number: | L04003011+06001 |
Location: | 10M E TOWNSEND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 29.2 ft. [8.9 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2003] |
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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 100 | 98.9 |
October 2015 | Good | Good | Good | Good | 100 | 92.5 |
October 2013 | Fair | Satisfactory | Good | Satisfactory | 100 | 83.5 |
October 2011 | Fair | Satisfactory | Good | Satisfactory | 100 | 83.5 |
November 2009 | Fair | Satisfactory | Good | Good | 100 | 85.5 |
October 2007 | Fair | Satisfactory | Good | Good | 100 | 85.5 |
October 2005 | Fair | Satisfactory | Good | Good | 100 | 85.5 |
October 2003 | Good | Good | Good | Good | 100 | 85.5 |
August 2001 | Good | Good | Good | Good | 100 | 85.5 |
March 1998 | Good | Good | Good | Good | 100 | 85.5 |
December 1995 | Good | Good | Good | Good | 31 | 83.5 |
July 1994 | Good | Good | Very Good | Very Good | 31 | 83.5 |
April 1992 | Good | Good | Good | Very Good | 31 | 77.5 |
February 1990 | Fair | Satisfactory | Good | Very Good | 31 | 77.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 75 | 75 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 102 | 86 | 16 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,625 | 1,625 | 0 | 0 | 0 |