CR 29/4 over LITTLE HURRICANE CREEK
Map
Coordinates:
+38.50816, -81.8988738°30'29" N, 81°53'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 29/4 over LITTLE HURRICANE CREEK |
Structure number: | 00000000040A088 |
Location: | 0.06 MI S OF CR 29 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 41.7 ft. [12.7 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 51 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 71.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Good | Good | Poor | 51 | 71.0 |
December 2016 | Poor | Good | Good | Poor | 53 | 71.0 |
December 2014 | Poor | Good | Good | Poor | 50 | 71.0 |
December 2012 | Fair | Very Good | Very Good | Fair | 50 | 85.0 |
December 2010 | Fair | Very Good | Very Good | Fair | 50 | 84.8 |
December 2008 | Fair | Very Good | Very Good | Satisfactory | 50 | 98.0 |
January 2007 | Fair | Very Good | Very Good | Satisfactory | 50 | 98.0 |
January 2005 | Fair | Very Good | Very Good | Satisfactory | 50 | 98.0 |
January 2003 | Fair | Very Good | Very Good | Satisfactory | 50 | 98.0 |
January 2001 | Fair | Very Good | Very Good | Satisfactory | 50 | 98.0 |
January 1999 | Fair | Very Good | Very Good | Satisfactory | 50 | 98.0 |
March 1997 | Fair | Excellent | Excellent | Satisfactory | 50 | 98.0 |
April 1995 | Fair | Excellent | Excellent | Satisfactory | 50 | 98.0 |
May 1993 | Fair | Excellent | Excellent | Satisfactory | 50 | 98.0 |
May 1991 | Fair | Excellent | Excellent | Satisfactory | 50 | 98.0 |