SR1315 over QUIOCCOSON SWAMP
Map
Coordinates:
+36.19577, -76.9282536°11'45" N, 76°55'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1315 over QUIOCCOSON SWAMP |
Structure number: | 000000000150029 |
Old structure number: | 000000000015029 (from 1992 edition) |
Location: | 1.4 MI.N. OF JCT.SR1313 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 720 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 87.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 720 | 87.3 |
June 2016 | Fair | Good | Good | Satisfactory | 720 | 87.3 |
June 2014 | Fair | Good | Good | Fair | 830 | 71.4 |
June 2012 | Fair | Good | Good | Fair | 830 | 71.4 |
June 2010 | Good | Good | Very Good | Good | 1100 | 82.3 |
July 2008 | Good | Good | Very Good | Good | 1100 | 82.3 |
May 2006 | Fair | Good | Fair | Very Good | 950 | 71.3 |
May 2004 | Good | Very Good | Very Good | Very Good | 70 | 100.0 |
August 2002 | Good | Very Good | Very Good | Very Good | 70 | 100.0 |
September 2000 | Good | Very Good | Very Good | Very Good | 70 | 100.0 |
October 1999 | Fair | Good | Fair | Fair | 70 | 52.3 |
December 1997 | Fair | Good | Satisfactory | Fair | 80 | 48.2 |
December 1995 | Fair | Good | Satisfactory | Fair | 80 | 48.2 |
September 1994 | Fair | Very Good | Satisfactory | Fair | 400 | 41.2 |
September 1992 | Fair | Fair | Satisfactory | Fair | 400 | 44.2 |
August 1990 | Fair | Satisfactory | Satisfactory | Fair | 400 | 45.3 |