COUNTY RT 19/1 over HURRICANE CREEK
Map
Coordinates:
+38.51886, -81.9948938°31'08" N, 81°59'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RT 19/1 over HURRICANE CREEK |
Structure number: | 00000000040A137 |
Location: | 0.02 MILE N OF CR 19 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 11.8 ft. [3.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Steel plate (includes orthotropic) [5] |
Wearing surface: | Other [9] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10 [as of 2015] |
Truck traffic: | 3% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 76.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $800,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Good | Satisfactory | 10 | 76.0 |
October 2015 | Fair | Satisfactory | Good | Satisfactory | 10 | 76.0 |
September 2013 | Fair | Satisfactory | Good | Satisfactory | 10 | 64.8 |
August 2012 | Fair | Very Good | Good | Satisfactory | 10 | 64.8 |
September 2011 | Fair | Good | Good | Satisfactory | 10 | 64.8 |
March 2011 | Fair | Very Good | Very Good | Satisfactory | 17200 | 64.5 |
January 2010 | Fair | Very Good | Good | Satisfactory | 10 | 64.5 |
January 2009 | Fair | Very Good | Good | Satisfactory | 10 | 68.5 |
January 2008 | Fair | Very Good | Good | Satisfactory | 10 | 68.5 |
March 2007 | Fair | Very Good | Good | Satisfactory | 10 | 76.0 |
March 2006 | Fair | Very Good | Good | Satisfactory | 10 | 76.0 |
February 2005 | Fair | Very Good | Very Good | Satisfactory | 10 | 76.0 |
February 2004 | Fair | Very Good | Very Good | Satisfactory | 10 | 76.0 |
January 2003 | Fair | Very Good | Very Good | Satisfactory | 10 | 76.0 |
February 2002 | Fair | Excellent | Excellent | Satisfactory | 10 | 76.0 |