WRIGHTSVILLE RD. over MARACOSSIC CREEK
Map
Coordinates:
+38.03508, -77.3130038°02'06" N, 77°18'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WRIGHTSVILLE RD. over MARACOSSIC CREEK |
Structure number: | 000000000026455 |
Location: | 1.5M RTE2&301-0.7M RTE709 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 56.1 ft. [17.1 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 110 [as of 2014] |
Truck traffic: | 30% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Very Good | 110 | 89.0 |
February 2015 | Good | Very Good | Very Good | Very Good | 240 | 88.9 |
February 2013 | Good | Very Good | Very Good | Very Good | 129 | 88.9 |
February 2011 | Good | Very Good | Very Good | Very Good | 129 | 88.9 |
February 2009 | Good | Very Good | Very Good | Very Good | 129 | 88.9 |
February 2007 | Good | Very Good | Very Good | Very Good | 173 | 88.9 |
February 2005 | Good | Very Good | Very Good | Very Good | 199 | 88.9 |
April 2003 | Good | Excellent | Excellent | Excellent | 196 | 88.9 |