Rixeyville Road over Duncan Run
Map
Coordinates:
+38.58986, -77.9681838°35'23" N, 77°58'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Rixeyville Road over Duncan Run |
Structure number: | 000000000005598 |
Location: | .93 From 640 & .60 To 611 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 99.4 ft. [30.3 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,059 [as of 2014] |
Truck traffic: | 2% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 72.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $7,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 7059 | 72.2 |
August 2016 | Good | Good | Good | Good | 7059 | 74.2 |
August 2014 | Good | Good | Good | Good | 6199 | 75.0 |
August 2012 | Good | Good | Very Good | Good | 6199 | 78.6 |
August 2010 | Good | Good | Very Good | Very Good | 6199 | 78.5 |
August 2008 | Good | Good | Very Good | Very Good | 6199 | 78.5 |
August 2006 | Good | Good | Very Good | Very Good | 6951 | 77.8 |
August 2004 | Good | Good | Very Good | Very Good | 5911 | 78.8 |
August 2002 | Good | Very Good | Very Good | Very Good | 5103 | 79.5 |
August 2000 | Good | Very Good | Very Good | Very Good | 4423 | 80.1 |
August 1998 | Good | Very Good | Very Good | Very Good | 4423 | 80.1 |
August 1996 | Good | Very Good | Very Good | Very Good | 3700 | 80.8 |
August 1994 | Good | Very Good | Very Good | Very Good | 3900 | 80.6 |
August 1992 | Good | Very Good | Very Good | Very Good | 3340 | 81.1 |
August 1990 | Good | Excellent | Excellent | Excellent | 3410 | 94.6 |