SR1362 over TRIB. OF KIRBY S CREEK
Map
Coordinates:
+36.47820, -77.1460536°28'42" N, 77°08'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1362 over TRIB. OF KIRBY S CREEK |
Structure number: | 000000001310042 |
Old structure number: | 000000000131042 (from 1992 edition) |
Location: | 1.1 MI N. OF JCT SR1364 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 120 | 94.4 |
January 2015 | Good | Good | Good | Good | 120 | 94.4 |
January 2013 | Good | Good | Good | Good | 120 | 94.4 |
January 2011 | Good | Good | Good | Good | 270 | 89.8 |
January 2009 | Fair | Satisfactory | Satisfactory | Good | 220 | 94.4 |
February 2007 | Fair | Satisfactory | Good | Good | 190 | 94.4 |
January 2005 | Good | Very Good | Very Good | Very Good | 170 | 94.4 |
February 2003 | Good | Very Good | Very Good | Very Good | 120 | 94.4 |
February 2001 | Good | Very Good | Very Good | Very Good | 120 | 94.4 |
April 1999 | Good | Very Good | Very Good | Very Good | 120 | 94.4 |
March 1997 | Good | Very Good | Very Good | Very Good | 120 | 73.9 |
January 1995 | Good | Very Good | Very Good | Very Good | 90 | 100.0 |
May 1993 | Good | Very Good | Very Good | Very Good | 90 | 100.0 |
February 1991 | Poor | Poor | Fair | Fair | 90 | 51.2 |