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LENHART ROAD over FISHING CREEK

Frederick County, Maryland

Map

Coordinates:
+39.52181, -77.38622
39°31'19" N, 77°23'10" W

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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

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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