SR1718 over ROBY CREEK
Map
Coordinates:
+36.05961, -80.5457636°03'35" N, 80°32'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1718 over ROBY CREEK |
Structure number: | 000000001970004 |
Location: | .5 MI.S.JCT.SR1717 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Channel beam [22] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 370 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 59.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Poor | Satisfactory | Satisfactory | Poor | 370 | 59.7 |
May 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 370 | 88.3 |
May 2013 | Fair | Good | Good | Satisfactory | 370 | 88.3 |
June 2011 | Fair | Fair | Fair | Fair | 370 | 75.7 |
June 2009 | Fair | Good | Good | Fair | 320 | 77.4 |
September 2007 | Fair | Good | Good | Satisfactory | 1400 | 80.9 |
August 2005 | Fair | Good | Good | Satisfactory | 1400 | 80.9 |
July 2003 | Fair | Very Good | Good | Satisfactory | 1400 | 80.9 |
July 2001 | Fair | Very Good | Good | Satisfactory | 300 | 88.4 |
November 1999 | Fair | Very Good | Good | Satisfactory | 300 | 88.4 |
April 1991 | Good | Very Good | Good | Good | 200 | 92.2 |