Darlington Heights over Buffalo Creek
Map
Coordinates:
+37.23676, -78.4973837°14'12" N, 78°29'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Darlington Heights over Buffalo Creek |
Structure number: | 000000000013994 |
Location: | 1.32-Rt. 700/2.10-Rt. 604 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 610 [as of 2014] |
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: | 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 610 | 85.4 |
January 2015 | Good | Good | Good | Good | 640 | 85.4 |
January 2014 | Poor | Poor | Good | Good | 650 | 82.3 |
January 2013 | Poor | Poor | Good | Good | 723 | 82.2 |
January 2011 | Fair | Satisfactory | Good | Good | 723 | 84.5 |
January 2009 | Fair | Satisfactory | Good | Good | 723 | 84.5 |
February 2007 | Fair | Satisfactory | Good | Good | 656 | 87.5 |
January 2005 | Fair | Satisfactory | Good | Good | 698 | 87.5 |
January 2003 | Fair | Satisfactory | Good | Good | 532 | 87.7 |
February 2001 | Fair | Satisfactory | Good | Good | 529 | 84.7 |
February 1999 | Fair | Satisfactory | Good | Good | 546 | 79.6 |
January 1997 | Fair | Satisfactory | Very Good | Good | 531 | 79.6 |
January 1995 | Fair | Satisfactory | Very Good | Very Good | 532 | 78.6 |
February 1993 | Good | Good | Very Good | Very Good | 532 | 78.6 |
January 1991 | Good | Good | Very Good | Very Good | 350 | 80.8 |