SR 1360 over BR. OF KIRBY S CREEK
Map
Coordinates:
+36.48876, -77.1492836°29'20" N, 77°08'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 1360 over BR. OF KIRBY S CREEK |
Structure number: | 000000001310046 |
Location: | 0.1 MI W. JCT SR1361 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
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: | 160 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry 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 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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Very Good | Very Good | Very Good | 160 | 99.9 |
January 2015 | Good | Very Good | Very Good | Very Good | 160 | 99.9 |
April 2013 | Good | Very Good | Very Good | Very Good | 180 | 99.9 |
January 2011 | Poor | Fair | Fair | Poor | 250 | 28.1 |
January 2009 | Poor | Fair | Fair | Poor | 180 | 28.3 |
February 2007 | Poor | Fair | Fair | Poor | 100 | 38.8 |
March 2005 | Fair | Fair | Fair | Fair | 110 | 28.6 |
February 2003 | Fair | Fair | Fair | Fair | 300 | 22.9 |
February 2001 | Poor | Fair | Fair | Poor | 40 | 38.9 |
April 1999 | Poor | Fair | Fair | Poor | 40 | 38.9 |
February 1991 | Fair | Fair | Fair | Fair | 200 | 42.0 |