HARPERS FERRY ROAD over ANTIETAM CREEK
Map
Coordinates:
+39.41723, -77.7421139°25'02" N, 77°44'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HARPERS FERRY ROAD over ANTIETAM CREEK |
Structure number: | 200000W-5731010 |
Location: | ANTIETAM MD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 150.9 ft. [46.0 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1832 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 4 |
Main spans material: | Masonry [8] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 507 [as of 2008] |
Truck traffic: | 5% of total traffic |
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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 76.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $10,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | - | Good | Good | 507 | 76.6 |
November 2015 | Good | - | Good | Good | 507 | 76.6 |
November 2013 | Good | - | Good | Good | 507 | 76.6 |
November 2011 | Good | - | Good | Good | 507 | 49.5 |
November 2009 | Fair | - | Satisfactory | Fair | 507 | 39.2 |
December 2007 | Fair | - | Satisfactory | Fair | 421 | 39.4 |
December 2005 | Fair | - | Satisfactory | Fair | 421 | 39.4 |
December 2003 | Fair | - | Satisfactory | Fair | 1159 | 36.2 |
December 2001 | Fair | - | Satisfactory | Fair | 1050 | 33.7 |
December 1999 | Fair | - | Satisfactory | Fair | 1050 | 33.7 |
December 1997 | Fair | - | Satisfactory | Fair | 1050 | 33.7 |
January 1997 | Fair | - | Satisfactory | Fair | 1050 | 33.7 |
December 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 955 | 44.7 |
November 1993 | Fair | Good | Good | Satisfactory | 955 | 47.8 |
February 1992 | Fair | Good | Good | Fair | 955 | 37.3 |