US 63 Sharp Co. over CABIN CREEK
Map
Coordinates:
+36.30381, -91.4477336°18'14" N, 91°26'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | US 63 Sharp Co. over CABIN CREEK |
Structure number: | 0000000000A1137 |
Location: | 2.5 MI E JCT US 62 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1929 |
Year reconstructed: | 1953 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,900 [as of 2014] |
Truck traffic: | 20% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 49.0 tons [44.5 metric tons] |
Inventory rating: | 29.9 tons [27.2 metric tons] |
Sufficiency rating: | 61.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $737,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 61.1 | Good | Good | Good | Good | FO | 6900 |
April 2013 | 61.1 | Good | Good | Good | Good | FO | 6900 |
May 2011 | 61.1 | Good | Good | Good | Good | FO | 7100 |
May 2010 | 43.0 | Good | Good | Good | Good | FO | 7100 |
April 2009 | 43.0 | Good | Good | Good | Good | FO | 7100 |
May 2008 | 43.0 | Good | Good | Good | Good | FO | 6900 |
May 2007 | 43.0 | Good | Good | Good | Good | FO | 6800 |
April 2005 | 55.1 | Good | Good | Good | Good | FO | 6800 |
April 2004 | 55.1 | Good | Good | Good | Good | FO | 6800 |
April 2002 | 54.8 | Good | Good | Good | Good | FO | 7600 |
April 2000 | 54.8 | Fair | Good | Satisfactory | Good | FO | 6600 |
February 1998 | 54.8 | Good | Very Good | Good | Very Good | FO | 6600 |
February 1996 | 57.0 | Good | Very Good | Good | Very Good | FO | 3330 |
February 1994 | 57.0 | Good | Very Good | Good | Very Good | FO | 3330 |
February 1992 | 54.8 | Good | Very Good | Good | Very Good | FO | 5397 |