MASON BRANCH ROAD over MASON BRANCH
Map
Coordinates:
+39.00466, -75.9109039°00'17" N, 75°54'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MASON BRANCH ROAD over MASON BRANCH |
Structure number: | 200000CO0005010 |
Location: | ON QUEEN ANNES CO LINE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1910 |
Year reconstructed: | 2010 |
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: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 864 [as of 2012] |
Truck traffic: | 1% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 864 | 95.0 |
January 2016 | Good | Good | Good | Good | 864 | 95.0 |
January 2014 | Good | Good | Good | Good | 864 | 95.0 |
January 2012 | Good | Good | Good | Good | 864 | 95.0 |
January 2010 | Poor | Fair | Poor | Poor | 822 | 38.7 |
January 2008 | Poor | Fair | Poor | Poor | 527 | 38.9 |
January 2006 | Poor | Fair | Poor | Poor | 527 | 38.9 |
January 2004 | Poor | Fair | Poor | Poor | 527 | 38.9 |
January 2002 | Poor | Fair | Poor | Poor | 463 | 39.0 |
January 2000 | Poor | Satisfactory | Fair | Poor | 463 | 40.0 |
January 1998 | Poor | Satisfactory | Fair | Poor | 463 | 40.0 |
February 1996 | Poor | Satisfactory | Poor | Poor | 463 | 40.0 |
October 1993 | Poor | Satisfactory | Fair | Poor | 463 | 37.9 |
October 1991 | Poor | Satisfactory | Satisfactory | Serious | 463 | 14.1 |