MD 313 over MASON'S BRANCH
Map
Coordinates:
+39.06803, -75.8526239°04'05" N, 75°51'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MD 313 over MASON'S BRANCH |
Structure number: | 100000050003010 |
Location: | ON QUEEN ANNES CO LINE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2007 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,530 [as of 2009] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Very Good | Good | 2530 | 99.1 |
April 2016 | Good | Good | Very Good | Good | 2530 | 99.1 |
March 2014 | Good | Good | Very Good | Good | 2530 | 99.1 |
March 2012 | Good | Good | Very Good | Good | 2530 | 99.1 |
March 2010 | Good | Good | Very Good | Good | 2530 | 99.1 |
February 2008 | Good | Good | Very Good | Good | 3122 | 98.8 |
August 2005 | Poor | Poor | Poor | Fair | 2450 | 48.8 |
August 2003 | Poor | Fair | Poor | Fair | 2450 | 51.0 |
November 2001 | Poor | Fair | Poor | Fair | 1250 | 50.0 |
April 2000 | Poor | Satisfactory | Poor | Fair | 1250 | 51.0 |
April 1998 | Poor | Poor | Poor | Fair | 1250 | 47.9 |
April 1996 | Poor | Poor | Poor | Fair | 1250 | 47.9 |
April 1994 | Poor | Poor | Fair | Fair | 1250 | 64.2 |
April 1992 | Poor | Satisfactory | Satisfactory | Poor | 1250 | 51.0 |
March 1990 | Fair | Fair | Fair | Fair | 1250 | 66.3 |