CR 19/6 over HURRICANE CREEK
Map
Coordinates:
+38.45198, -82.0105138°27'07" N, 82°00'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 19/6 over HURRICANE CREEK |
Structure number: | 00000000040A019 |
Location: | 0.91 MI N OF CR 19 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 47.6 ft. [14.5 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2013] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 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: | 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 minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $150,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2016 | Good | Very Good | Good | Good | 200 | 90.5 |
April 2012 | Good | Very Good | Good | Good | 200 | 90.5 |
April 2008 | Good | Very Good | Very Good | Good | 200 | 90.5 |
April 2004 | Good | Very Good | Very Good | Good | 50 | 99.0 |
June 2002 | Good | Very Good | Very Good | Good | 50 | 99.0 |
August 2000 | Good | Very Good | Very Good | Good | 50 | 99.0 |
August 1998 | Good | Very Good | Very Good | Good | 50 | 99.0 |
August 1996 | Good | Very Good | Very Good | Good | 50 | 99.0 |
September 1994 | Good | Excellent | Excellent | Very Good | 50 | 99.0 |
November 1992 | Good | Excellent | Excellent | Good | 50 | 99.0 |
November 1990 | Good | Excellent | Excellent | Good | 50 | 99.0 |