SR1316 over CANAL
Map
Coordinates:
+36.11783, -76.6247236°07'04" N, 76°37'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1316 over CANAL |
Structure number: | 000000000410019 |
Old structure number: | 000000000041019 (from 1992 edition) |
Location: | 1.4 MI.N.JCT.NC32 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
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: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 450 [as of 2014] |
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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Very Good | Very Good | Very Good | 450 | 95.9 |
December 2016 | Good | Very Good | Very Good | Very Good | 590 | 97.3 |
December 2014 | Good | Very Good | Very Good | Very Good | 590 | 97.3 |
April 2013 | Good | Very Good | Very Good | Very Good | 610 | 97.3 |
November 2010 | Poor | Satisfactory | Satisfactory | Poor | 590 | 29.1 |
November 2008 | Poor | Satisfactory | Satisfactory | Poor | 590 | 29.1 |
January 2007 | Fair | Satisfactory | Satisfactory | Fair | 630 | 61.7 |
November 2004 | Fair | Satisfactory | Satisfactory | Fair | 630 | 61.7 |
December 2002 | Fair | Satisfactory | Satisfactory | Fair | 540 | 61.7 |
December 2000 | Fair | Satisfactory | Satisfactory | Fair | 580 | 61.7 |
January 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 78.4 |
January 1997 | Fair | Satisfactory | Satisfactory | Fair | 600 | 61.7 |
December 1994 | Fair | Satisfactory | Satisfactory | Fair | 500 | 58.1 |
January 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 375 | 65.9 |
December 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 375 | 65.9 |