CR 33 SLS over POPLAR FK OF MILL CR
Map
Coordinates:
+38.45056, -81.9317138°27'02" N, 81°55'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 33 SLS over POPLAR FK OF MILL CR |
Structure number: | 00000000040A027 |
Location: | 0.65 MI E OF CR 46 SLS |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 31.2 ft. [9.5 m] |
Roadway width between curbs: | 32.8 ft. [10.0 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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: January 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,300 [as of 2013] |
Truck traffic: | 4% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2016 | Good | Good | Good | Good | 10300 | 98.0 |
January 2012 | Good | Very Good | Good | Very Good | 7400 | 98.0 |
January 2008 | Good | Very Good | Very Good | Very Good | 7900 | 98.0 |
April 2004 | Good | Very Good | Very Good | Very Good | 7500 | 98.0 |
April 2000 | Good | Very Good | Very Good | Very Good | 6300 | 98.0 |
May 1998 | Good | Very Good | Very Good | Very Good | 6300 | 98.0 |
June 1996 | Good | Very Good | Very Good | Very Good | 6300 | 98.0 |
July 1994 | Good | Very Good | Very Good | Very Good | 6500 | 98.0 |
July 1992 | Good | Very Good | Very Good | Very Good | 7000 | 98.0 |
September 1990 | Good | Very Good | Very Good | Very Good | 7000 | 98.0 |