SR1564 over BRANCH OF ROBERSON CREEK
Map
Coordinates:
+35.72710, -79.2223435°43'38" N, 79°13'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1564 over BRANCH OF ROBERSON CREEK |
Structure number: | 000000000370422 |
Location: | 0.8 MI. E. JCT. US64 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1921 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Concrete [1] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 68.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Fair | 100 | 68.3 |
October 2016 | Fair | Fair | Fair | Fair | 100 | 68.3 |
October 2014 | Fair | Fair | Fair | Fair | 100 | 68.3 |
November 2012 | Good | Good | Good | Good | 100 | 80.3 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 80.0 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 80.0 |
November 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 75.9 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 75.9 |
December 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 75.9 |
January 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 75.9 |
January 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 75.9 |
January 1991 | Fair | Satisfactory | Satisfactory | Good | 100 | 68.4 |