BLACKS MILL ROAD over HUNTING CREEK
Map
Coordinates:
+39.56939, -77.3914739°34'10" N, 77°23'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLACKS MILL ROAD over HUNTING CREEK |
Structure number: | 200000F-0401010 |
Location: | WEST OF LAYMAN RD INT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 12.8 ft. [3.9 m] |
Deck width edge-to-edge: | 13.8 ft. [4.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1914 |
Year reconstructed: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 332 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 43.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Good | Good | 332 | 43.1 |
October 2017 | Good | Very Good | Good | Good | 332 | 43.1 |
October 2016 | Good | Very Good | Good | Good | 332 | 43.1 |
October 2015 | Good | Very Good | Good | Good | 332 | 43.1 |
October 2014 | Good | Very Good | Good | Good | 332 | 43.1 |
October 2013 | Good | Very Good | Good | Good | 332 | 46.3 |
October 2012 | Good | Very Good | Good | Good | 332 | 46.1 |
September 2011 | Good | Very Good | Very Good | Very Good | 332 | 46.1 |
September 2010 | Good | Very Good | Very Good | Very Good | 332 | 46.1 |
August 2009 | Fair | Satisfactory | Good | Satisfactory | 198 | 46.2 |
September 2008 | Fair | Satisfactory | Good | Satisfactory | 198 | 46.2 |
September 2007 | Fair | Satisfactory | Good | Satisfactory | 198 | 46.2 |
September 2006 | Fair | Satisfactory | Good | Satisfactory | 198 | 46.2 |
September 2005 | Fair | Good | Good | Satisfactory | 198 | 46.2 |
September 2004 | Fair | Good | Good | Satisfactory | 198 | 46.2 |
June 2003 | Fair | Good | Good | Satisfactory | 198 | 46.2 |
May 2002 | Fair | Good | Good | Satisfactory | 198 | 46.2 |
August 2001 | Good | Very Good | Good | Good | 198 | 46.2 |
August 2000 | Good | Very Good | Good | Good | 198 | 46.2 |
August 1999 | Good | Very Good | Very Good | Good | 198 | 46.2 |
August 1998 | Good | Very Good | Very Good | Good | 198 | 46.2 |
August 1997 | Fair | Very Good | Very Good | Satisfactory | 198 | 46.2 |
August 1996 | Fair | Very Good | Very Good | Satisfactory | 198 | 46.2 |
October 1995 | Fair | Very Good | Very Good | Satisfactory | 20 | 26.3 |
August 1994 | Fair | Satisfactory | Fair | Fair | 20 | 23.9 |
August 1993 | Fair | Satisfactory | Fair | Fair | 20 | 23.9 |
August 1992 | Fair | Good | Fair | Fair | 20 | 23.9 |
September 1991 | Fair | Good | Fair | Fair | 20 | 23.9 |