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LEGION ROAD over WATTS CREEK

Caroline County, Maryland

Map

Coordinates:
+38.86304, -75.80816
38°51'47" N, 75°48'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	LEGION ROAD over WATTS CREEK
Structure number:	200000CO0026010
Location:	0.5 MI SE OF DENTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	46.9 ft. `[14.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	2011
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	820 `[as of 2018]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	96.1
Estimated cost of work:	$6,200,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Good	Good	Good	Good	820	96.1
January 2016	Good	Good	Good	Very Good	820	96.1
January 2014	Good	Good	Good	Very Good	820	96.1
March 2012	Good	Good	Very Good	Very Good	820	96.1
January 2010	Poor	Fair	Poor	Poor	780	42.5
January 2008	Poor	Fair	Poor	Poor	301	44.7
January 2006	Poor	Fair	Poor	Poor	301	44.7
January 2004	Poor	Fair	Poor	Poor	301	44.7
March 2002	Poor	Satisfactory	Poor	Poor	257	45.8
February 2000	Poor	Satisfactory	Fair	Poor	257	51.5
January 1998	Fair	Satisfactory	Fair	Fair	257	67.5
February 1996	Fair	Satisfactory	Satisfactory	Satisfactory	257	78.5
October 1993	Fair	Satisfactory	Satisfactory	Satisfactory	257	80.8
October 1991	Poor	Satisfactory	Fair	Poor	257	33.9

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1243118