SR1505 over WILDCAT SWAMP
Map
Coordinates:
+36.43680, -77.3238236°26'12" N, 77°19'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1505 over WILDCAT SWAMP |
Structure number: | 000000001310015 |
Location: | 0.6 MI.S. OF JCT.US158 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 890 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | 12.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Poor | Poor | Serious | Fair | 890 | 12.7 |
February 2015 | Poor | Poor | Serious | Fair | 890 | 12.7 |
February 2013 | Poor | Fair | Serious | Fair | 750 | 26.0 |
February 2011 | Poor | Fair | Serious | Fair | 820 | 17.3 |
February 2009 | Poor | Fair | Serious | Fair | 640 | 26.5 |
February 2007 | Poor | Fair | Serious | Fair | 1100 | 15.3 |
February 2005 | Poor | Fair | Poor | Fair | 1100 | 15.3 |
February 2003 | Poor | Poor | Poor | Fair | 580 | 24.3 |
March 2001 | Poor | Poor | Poor | Fair | 430 | 25.0 |
March 1999 | Poor | Poor | Poor | Fair | 430 | 25.0 |
February 1991 | Fair | Satisfactory | Satisfactory | Fair | 900 | 34.3 |