SR1620 over BEAR CREEK
Map
Coordinates:
+36.06897, -78.1024936°04'08" N, 78°06'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1620 over BEAR CREEK |
Structure number: | 000000000690148 |
Location: | 0.3 MI E. OF SR1619 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 11.2 ft. [3.4 m] |
Total length: | 24.9 ft. [7.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
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: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 180 [as of 2011] |
Truck traffic: | 6% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2017 | Good | 8 out of 10 | 180 | 100.0 |
March 2015 | Good | 8 out of 10 | 180 | 100.0 |
March 2013 | Good | 8 out of 10 | 180 | 100.0 |
March 2011 | Good | 8 out of 10 | 180 | 100.0 |
March 2009 | Good | 8 out of 10 | 180 | 100.0 |
April 2007 | Good | 8 out of 10 | 180 | 100.0 |
March 2005 | Good | 8 out of 10 | 180 | 100.0 |
June 2003 | Good | 8 out of 10 | 180 | 100.0 |
June 2001 | Good | 8 out of 10 | 220 | 100.0 |
July 2000 | Good | 8 out of 10 | 220 | 100.0 |
June 1998 | Good | 8 out of 10 | 220 | 100.0 |
March 1990 | Fair | N out of 10 | 150 | 26.9 |