MARY BALL RD. over W BR CORROTOMAN RIVER
Map
Coordinates:
+37.76959, -76.4798137°46'11" N, 76°28'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MARY BALL RD. over W BR CORROTOMAN RIVER |
Structure number: | 000000000010682 |
Location: | 7.2M KILMARNK-2.2M RTE201 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 97.1 ft. [29.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Year reconstructed: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,777 [as of 2014] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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: | 80.8 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $37,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Good | 4777 | 80.8 |
April 2015 | Fair | Satisfactory | Satisfactory | Good | 4777 | 80.8 |
April 2013 | Fair | Satisfactory | Satisfactory | Good | 4953 | 80.7 |
April 2011 | Fair | Satisfactory | Satisfactory | Good | 4953 | 64.4 |
April 2009 | Fair | Satisfactory | Satisfactory | Good | 4953 | 64.4 |
April 2007 | Fair | Satisfactory | Satisfactory | Good | 5238 | 62.1 |
April 2005 | Fair | Satisfactory | Good | Good | 5208 | 62.2 |
April 2003 | Fair | Satisfactory | Good | Good | 4913 | 64.5 |
April 2001 | Fair | Satisfactory | Good | Fair | 4929 | 53.7 |
June 1999 | Fair | Satisfactory | Good | Good | 5864 | 61.7 |
April 1997 | Fair | Satisfactory | Good | Good | 5700 | 61.8 |
March 1995 | Good | Good | Good | Good | 5400 | 49.6 |
April 1994 | Good | Good | Good | Good | 5500 | 49.5 |
April 1993 | Good | Good | Good | Good | 5654 | 49.4 |
April 1992 | Good | Good | Good | Good | 4975 | 51.1 |
April 1991 | Good | Good | Good | Very Good | 5025 | 49.9 |