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MD 17 over CATOCTIN CREEK

Map

Coordinates:
+39.42796, -77.55616
39°25'41" N, 77°33'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 17 over CATOCTIN CREEK
Structure number:100000100018010
Location:0.6 M S OF MAERK ROAD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:140.1 ft. [42.7 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,891 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair589155.7
April 2017FairFairFairFair589155.7
April 2016FairFairFairFair589155.7
February 2015FairFairFairFair589155.7
February 2014FairFairFairFair589155.7
December 2012FairFairFairSatisfactory589155.7
December 2011FairSatisfactoryFairSatisfactory589156.9
December 2010FairSatisfactoryFairSatisfactory589156.9
November 2009FairFairFairSatisfactory671154.6
November 2008FairFairFairSatisfactory671154.6
November 2007FairFairFairSatisfactory507556.9
November 2006FairFairFairSatisfactory507556.9
November 2005FairFairFairSatisfactory507556.9
November 2004FairFairFairSatisfactory507556.9
November 2003FairFairFairSatisfactory507556.9
November 2002FairFairFairSatisfactory517556.8
November 2001FairFairFairSatisfactory517556.7
November 2000FairFairSatisfactorySatisfactory517569.0
November 1999FairFairSatisfactorySatisfactory517569.0
November 1998FairFairSatisfactorySatisfactory517569.0
November 1997FairFairSatisfactorySatisfactory517569.0
March 1996FairFairSatisfactorySatisfactory127582.9
February 1994FairSatisfactoryGoodSatisfactory127581.0
February 1992FairSatisfactoryVery GoodSatisfactory127581.0