SR1319 over BRANDON CREEK
Map
Coordinates:
+36.53706, -79.1351836°32'13" N, 79°08'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1319 over BRANDON CREEK |
Structure number: | 000000001450068 |
Old structure number: | 000000000145068 (from 1992 edition) |
Location: | 1.4 MI W JCT SR1320 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
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: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 190 [as of 2013] |
Truck traffic: | 6% of total traffic |
Structural 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 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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Fair | 6 out of 10 | 190 | 99.9 |
April 2016 | Fair | 5 out of 10 | 190 | 88.9 |
April 2014 | Fair | 5 out of 10 | 210 | 88.9 |
April 2012 | Fair | 5 out of 10 | 90 | 89.0 |
April 2010 | Fair | 6 out of 10 | 90 | 100.0 |
April 2008 | Good | 7 out of 10 | 90 | 100.0 |
January 2006 | Good | 7 out of 10 | 90 | 100.0 |
July 2003 | Good | 7 out of 10 | 90 | 100.0 |
July 2001 | Good | 7 out of 10 | 90 | 100.0 |
May 1999 | Good | 7 out of 10 | 90 | 100.0 |
May 1997 | Good | 7 out of 10 | 50 | 100.0 |
April 1995 | Good | 7 out of 10 | 50 | 100.0 |
April 1993 | Good | 7 out of 10 | 45 | 100.0 |
April 1991 | Good | 7 out of 10 | 45 | 100.0 |