SR1300 over BEAR SWAMP
Map
Coordinates:
+36.31951, -77.8520436°19'10" N, 77°51'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1300 over BEAR SWAMP |
Structure number: | 000000000830135 |
Location: | 1.3 MI.N.OF NC48 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 410 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 67.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Satisfactory | Fair | 410 | 67.4 |
July 2015 | Fair | Good | Satisfactory | Fair | 410 | 67.4 |
August 2013 | Fair | Good | Good | Fair | 410 | 67.4 |
August 2011 | Good | Good | Good | Good | 400 | 79.5 |
August 2009 | Good | Good | Good | Good | 390 | 79.2 |
February 2008 | Good | Good | Good | Good | 230 | 81.2 |
October 2005 | Good | Good | Good | Good | 230 | 81.2 |
September 2003 | Good | Good | Good | Good | 370 | 79.2 |
October 2001 | Good | Good | Good | Good | 380 | 79.2 |
February 2000 | Fair | Satisfactory | Good | Good | 200 | 83.9 |
September 1991 | Fair | Satisfactory | Very Good | Good | 150 | 80.8 |