SR1167 over OLD TREE SWAMP
Map
Coordinates:
+36.37656, -77.0670836°22'36" N, 77°04'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1167 over OLD TREE SWAMP |
Structure number: | 000000000910020 |
Old structure number: | 000000000091020 (from 1992 edition) |
Location: | 1.0 MI W JCT NC 11 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Very Good | 260 | 97.4 |
September 2015 | Good | Very Good | Very Good | Very Good | 260 | 99.9 |
September 2013 | Good | Very Good | Very Good | Very Good | 260 | 99.9 |
September 2011 | Poor | Fair | Fair | Serious | 240 | 19.4 |
September 2009 | Poor | Poor | Fair | Poor | 270 | 19.2 |
September 2007 | Poor | Poor | Satisfactory | Poor | 260 | 30.9 |
October 2005 | Fair | Fair | Satisfactory | Fair | 260 | 49.2 |
July 2003 | Fair | Satisfactory | Satisfactory | Fair | 280 | 47.2 |
October 2001 | Fair | Satisfactory | Satisfactory | Fair | 290 | 47.2 |
September 1999 | Fair | Satisfactory | Satisfactory | Fair | 330 | 47.2 |
October 1997 | Fair | Satisfactory | Satisfactory | Fair | 330 | 47.2 |
October 1995 | Fair | Satisfactory | Satisfactory | Fair | 210 | 47.3 |
February 1994 | Fair | Satisfactory | Satisfactory | Fair | 210 | 48.5 |
October 1991 | Fair | Satisfactory | Satisfactory | Fair | 300 | 48.4 |