SR1209 over BEAVERPOND CREEK
Map
Coordinates:
+36.53436, -77.6491836°32'04" N, 77°38'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1209 over BEAVERPOND CREEK |
Structure number: | 000000001310060 |
Old structure number: | 000000000131060 (from 1992 edition) |
Location: | 0.5 MI.N. OF JCT.SR1219 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 91.9 ft. [28.0 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: | 2012 |
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: | 2,200 [as of 2013] |
Truck traffic: | 7% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Very Good | Very Good | Very Good | 2200 | 89.2 |
January 2015 | Good | Very Good | Very Good | Very Good | 2200 | 89.2 |
January 2013 | Good | Very Good | Very Good | Very Good | 870 | 91.0 |
January 2012 | Good | Good | Good | Good | 870 | 91.0 |
March 2009 | Fair | Fair | Fair | Fair | 770 | 48.5 |
March 2007 | Fair | Fair | Fair | Fair | 1700 | 68.9 |
February 2005 | Fair | Fair | Fair | Fair | 2700 | 68.0 |
March 2003 | Fair | Fair | Fair | Fair | 2800 | 61.4 |
January 2001 | Fair | Fair | Fair | Fair | 2800 | 61.4 |
February 1999 | Fair | Fair | Fair | Fair | 1500 | 70.9 |
February 1997 | Fair | Fair | Fair | Fair | 2700 | 68.0 |
January 1995 | Fair | Satisfactory | Satisfactory | Fair | 1500 | 69.6 |
January 1993 | Fair | Satisfactory | Satisfactory | Fair | 1500 | 71.5 |
January 1991 | Fair | Satisfactory | Satisfactory | Fair | 1500 | 71.5 |