SR1702 over TRIB. OF CEDAR CREEK
Map
Coordinates:
+36.04467, -78.3352136°02'41" N, 78°20'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1702 over TRIB. OF CEDAR CREEK |
Structure number: | 000000000690101 |
Old structure number: | 000000000069101 (from 1992 edition) |
Location: | 0.6 MI E JCT US401 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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: | 120 [as of 2012] |
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: | 99.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2017 | Good | 8 out of 10 | 120 | 99.9 |
March 2015 | Good | 7 out of 10 | 120 | 99.9 |
April 2013 | Good | 7 out of 10 | 120 | 99.9 |
April 2011 | Good | 7 out of 10 | 120 | 99.9 |
April 2009 | Good | 7 out of 10 | 120 | 99.9 |
May 2007 | Good | 7 out of 10 | 120 | 99.9 |
March 2005 | Good | 7 out of 10 | 80 | 100.0 |
May 2003 | Good | 7 out of 10 | 150 | 99.9 |
May 2001 | Good | 7 out of 10 | 170 | 99.9 |
July 2000 | Good | 7 out of 10 | 60 | 100.0 |
July 1999 | Good | 8 out of 10 | 60 | 100.0 |
March 1998 | Fair | N out of 10 | 120 | 39.1 |
February 1996 | Fair | N out of 10 | 150 | 39.0 |
January 1994 | Fair | N out of 10 | 90 | 54.2 |
February 1992 | Fair | N out of 10 | 200 | 39.9 |