CEDAR HILL ROAD over BLAND CREEK
Map
Coordinates:
+37.19358, -77.9513937°11'37" N, 77°57'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CEDAR HILL ROAD over BLAND CREEK |
Structure number: | 000000000024393 |
Location: | 0.65 FR 609 & 2.05 TO 153 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 62.7 ft. [19.1 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 330 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,550,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Very Good | 330 | 89.7 |
November 2015 | Good | Good | Good | Very Good | 330 | 89.7 |
November 2013 | Good | Good | Good | Very Good | 306 | 89.7 |
November 2011 | Good | Very Good | Very Good | Very Good | 306 | 89.7 |
November 2009 | Good | Very Good | Very Good | Very Good | 306 | 89.7 |
November 2007 | Good | Very Good | Very Good | Very Good | 151 | 94.4 |
November 2005 | Good | Very Good | Very Good | Very Good | 151 | 90.9 |
November 2003 | Good | Very Good | Very Good | Very Good | 151 | 90.9 |
November 2001 | Good | Very Good | Very Good | Very Good | 156 | 90.9 |
November 1999 | Good | Very Good | Very Good | Very Good | 156 | 90.9 |
November 1997 | Good | Very Good | Very Good | Very Good | 156 | 90.9 |
November 1995 | Good | Excellent | Excellent | Excellent | 65 | 94.9 |