SR1119 over QUARTER SWAMP
Map
Coordinates:
+36.30573, -77.3490636°18'21" N, 77°20'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1119 over QUARTER SWAMP |
Structure number: | 000000001310028 |
Old structure number: | 000000000131028 (from 1992 edition) |
Location: | 0.5 MI.E. OF JCT.SR1120 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 19.7 ft. [6.0 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
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: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 60 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 80.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Fair | 60 | 80.1 |
January 2015 | Fair | Satisfactory | Satisfactory | Fair | 60 | 80.1 |
January 2013 | Fair | Satisfactory | Satisfactory | Fair | 100 | 79.0 |
January 2011 | Poor | Satisfactory | Satisfactory | Poor | 90 | 61.6 |
January 2009 | Fair | Satisfactory | Satisfactory | Fair | 110 | 60.6 |
February 2007 | Fair | Satisfactory | Satisfactory | Fair | 110 | 60.6 |
January 2005 | Fair | Satisfactory | Satisfactory | Fair | 110 | 60.6 |
January 2003 | Fair | Satisfactory | Satisfactory | Fair | 160 | 60.5 |
March 2001 | Fair | Satisfactory | Satisfactory | Fair | 160 | 60.5 |
April 1999 | Fair | Satisfactory | Satisfactory | Fair | 160 | 60.5 |
April 1997 | Fair | Satisfactory | Satisfactory | Fair | 340 | 60.3 |
March 1995 | Fair | Satisfactory | Satisfactory | Fair | 400 | 60.2 |
April 1993 | Fair | Satisfactory | Satisfactory | Fair | 400 | 64.3 |
April 1991 | Fair | Good | Good | Fair | 160 | 64.6 |