SR1211 over BUFFALO CREEK
Map
Coordinates:
+36.12105, -78.3452536°07'16" N, 78°20'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1211 over BUFFALO CREEK |
Structure number: | 000000000690171 |
Location: | 0.7MI.W.JCT. SR1224 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
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] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [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: | 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: | 94.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 1300 | 94.9 |
August 2015 | Good | Good | Good | Good | 1200 | 94.9 |
June 2013 | Good | Very Good | Very Good | Very Good | 1500 | 94.1 |
June 2011 | Good | Good | Good | Good | 1500 | 89.0 |
June 2009 | Good | Excellent | Excellent | Excellent | 1300 | 89.2 |
April 2007 | Good | - | - | - | 1500 | 98.9 |
August 2004 | Good | - | - | - | 1500 | 98.9 |