SR1613 over SHOCCO CREEK
Map
Coordinates:
+36.28770, -78.1853036°17'16" N, 78°11'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1613 over SHOCCO CREEK |
Structure number: | 000000001850042 |
Location: | 1.4 MI.N. OF SR1620 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 96.1 ft. [29.3 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 32.5 ft. [9.9 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 2009 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 190 [as of 2015] |
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: | Better than present minimum criteria [7] |
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 |
---|
October 2017 | Good | Good | Good | Good | 190 | 99.9 |
October 2015 | Good | Good | Good | Good | 680 | 99.3 |
November 2013 | Good | Good | Good | Good | 680 | 99.3 |
December 2011 | Good | Good | Good | Good | 680 | 99.3 |
December 2009 | Good | Excellent | Excellent | Excellent | 220 | 99.8 |
February 2008 | Fair | Very Good | Very Good | Fair | 230 | 52.0 |
November 2005 | Fair | Very Good | Fair | Fair | 300 | 39.3 |
September 2003 | Poor | Poor | Fair | Fair | 3550 | 24.0 |
January 2002 | Poor | Poor | Fair | Fair | 3550 | 24.0 |
February 2000 | Poor | Poor | Fair | Satisfactory | 230 | 36.5 |
September 1991 | Fair | Fair | Fair | Satisfactory | 140 | 47.4 |