DEEP CREEK ROAD over DEEP CREEK
Map
Coordinates:
+37.19414, -78.0090737°11'39" N, 78°00'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DEEP CREEK ROAD over DEEP CREEK |
Structure number: | 000000000012854 |
Location: | 1.8 FR 607 & 1.4 TO 613 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 63.7 ft. [19.4 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 119 [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: | 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 119 | 88.8 |
December 2016 | Good | Good | Good | Good | 119 | 88.8 |
December 2014 | Good | Good | Good | Good | 96 | 92.8 |
December 2012 | Good | Good | Good | Good | 96 | 93.0 |
December 2010 | Good | Good | Good | Good | 96 | 93.0 |
December 2008 | Good | Good | Good | Good | 96 | 93.0 |
November 2006 | Good | Good | Very Good | Good | 96 | 95.0 |
November 2004 | Good | Very Good | Very Good | Very Good | 184 | 90.9 |
November 2002 | Good | Very Good | Very Good | Very Good | 184 | 90.9 |
November 2000 | Good | Very Good | Very Good | Very Good | 132 | 90.9 |
November 1998 | Good | Good | Very Good | Very Good | 132 | 90.9 |
November 1996 | Good | Good | Very Good | Good | 125 | 90.9 |
November 1994 | Good | Good | Good | Good | 125 | 90.2 |
November 1992 | Good | Very Good | Very Good | Very Good | 127 | 90.2 |
November 1990 | Good | Very Good | Very Good | Very Good | 127 | 90.2 |