SR1318 over POLLOCK SWAMP
Map
Coordinates:
+36.11686, -76.6280136°07'01" N, 76°37'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1318 over POLLOCK SWAMP |
Structure number: | 000000000410006 |
Old structure number: | 000000000041006 (from 1992 edition) |
Location: | 0.2 MI.W. OF JCT.SR1316 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 105.0 ft. [32.0 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: | 1996 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Good | Satisfactory | 60 | 100.0 |
November 2016 | Fair | Good | Good | Satisfactory | 60 | 100.0 |
November 2014 | Fair | Good | Good | Satisfactory | 170 | 99.0 |
November 2012 | Good | Good | Good | Good | 170 | 99.0 |
November 2010 | Good | Good | Good | Good | 70 | 100.0 |
December 2008 | Fair | Satisfactory | Satisfactory | Good | 80 | 100.0 |
December 2006 | Good | Good | Good | Good | 70 | 100.0 |
January 2005 | Good | Good | Good | Good | 70 | 100.0 |
December 2002 | Good | Very Good | Very Good | Good | 80 | 100.0 |
December 2000 | Good | Very Good | Very Good | Good | 180 | 98.9 |
January 1999 | Good | Very Good | Very Good | Good | 70 | 100.0 |
January 1997 | Good | Very Good | Very Good | Very Good | 70 | 95.0 |
January 1995 | Fair | Satisfactory | Fair | Fair | 70 | 48.3 |
December 1992 | Fair | Satisfactory | Fair | Fair | 130 | 36.2 |
December 1990 | Poor | Fair | Fair | Poor | 130 | 22.6 |