LENHART ROAD over FISHING CREEK
Map
Coordinates:
+39.52181, -77.3862239°31'19" N, 77°23'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LENHART ROAD over FISHING CREEK |
Structure number: | 200000F-2006010 |
Location: | 0.5 MI E OLD FREDERICK RD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1906 |
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: | Steel plate (includes orthotropic) [5] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 166 [as of 2009] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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: | 62.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Very Good | 166 | 62.9 |
September 2015 | Good | Very Good | Very Good | Very Good | 166 | 62.9 |
September 2013 | Fair | Satisfactory | Satisfactory | Very Good | 166 | 62.9 |
September 2011 | Fair | Satisfactory | Satisfactory | Very Good | 166 | 21.7 |
October 2010 | Fair | Satisfactory | Satisfactory | Very Good | 166 | 21.7 |
May 2008 | Fair | Satisfactory | Satisfactory | Very Good | 166 | 21.7 |
May 2006 | Good | Good | Good | Very Good | 166 | 21.7 |
May 2004 | Good | Good | Good | Very Good | 166 | 21.7 |
July 2002 | Good | Good | Good | Very Good | 166 | 21.7 |
May 2000 | Good | Good | Good | Very Good | 166 | 21.7 |
May 1998 | Good | Good | Good | Very Good | 166 | 21.7 |
July 1996 | Good | Very Good | Good | Good | 166 | 21.7 |
May 1994 | Good | Very Good | Good | Good | 86 | 82.0 |
April 1992 | Fair | Very Good | Satisfactory | Good | 86 | 71.2 |
June 1990 | Poor | Poor | Satisfactory | Good | 86 | 74.1 |