SR1318 over DUKE SWAMP
Map
Coordinates:
+36.51374, -76.6432036°30'49" N, 76°38'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1318 over DUKE SWAMP |
Structure number: | 000000000730024 |
Old structure number: | 000000000073024 (from 1992 edition) |
Location: | 1.2 MI.E.JCT.SR1313 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 370 [as of 2011] |
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: | 96.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Very Good | 370 | 96.3 |
January 2016 | Fair | Fair | Fair | Fair | 370 | 58.6 |
January 2014 | Fair | Fair | Fair | Fair | 370 | 58.6 |
January 2012 | Fair | Fair | Fair | Fair | 410 | 55.7 |
January 2010 | Fair | Fair | Fair | Fair | 450 | 53.7 |
January 2008 | Fair | Fair | Fair | Fair | 450 | 53.7 |
February 2006 | Fair | Fair | Fair | Fair | 430 | 53.8 |
November 2003 | Fair | Fair | Fair | Fair | 380 | 54.9 |
February 2002 | Fair | Fair | Fair | Fair | 230 | 59.7 |
February 2000 | Fair | Fair | Fair | Fair | 360 | 54.9 |
March 1998 | Fair | Fair | Fair | Fair | 360 | 54.9 |
March 1996 | Fair | Fair | Fair | Fair | 360 | 54.9 |
August 1994 | Fair | Fair | Fair | Fair | 350 | 54.4 |
May 1992 | Fair | Fair | Fair | Fair | 350 | 54.4 |
March 1990 | Fair | Fair | Fair | Fair | 350 | 54.4 |