WINDSOR DR. over MACHODOC CREEK
Map
Coordinates:
+38.28927, -77.0600938°17'21" N, 77°03'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WINDSOR DR. over MACHODOC CREEK |
Structure number: | 000000000010549 |
Location: | 2.4M RTE205-3.6M RTE301 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 452.1 ft. [137.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 9 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,771 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 61.1 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $500,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Fair | Fair | 5771 | 61.1 |
December 2015 | Fair | Satisfactory | Fair | Fair | 5771 | 61.1 |
December 2013 | Fair | Satisfactory | Fair | Fair | 4837 | 60.3 |
December 2011 | Fair | Satisfactory | Fair | Fair | 4837 | 60.3 |
December 2009 | Fair | Satisfactory | Fair | Fair | 4837 | 60.3 |
December 2007 | Fair | Satisfactory | Fair | Fair | 4951 | 61.2 |
December 2006 | Fair | Satisfactory | Fair | Fair | 4842 | 61.3 |
December 2004 | Fair | Satisfactory | Fair | Fair | 4601 | 62.7 |
January 2003 | Fair | Satisfactory | Fair | Satisfactory | 4476 | 62.8 |
December 2000 | Fair | Satisfactory | Fair | Fair | 1543 | 72.8 |
December 1998 | Fair | Good | Fair | Fair | 1543 | 72.8 |
December 1996 | Fair | Good | Fair | Good | 2000 | 72.3 |
January 1995 | Fair | Good | Fair | Good | 2100 | 70.0 |
February 1993 | Fair | Good | Fair | Good | 3210 | 65.5 |
January 1992 | Fair | Good | Fair | Good | 3285 | 65.4 |