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MD 2 SB over HUNTING CREEK

Map

Coordinates:
+38.58504, -76.60696
38°35'06" N, 76°36'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 2 SB over HUNTING CREEK
Structure number:100000040002010
Location:.086 MILE NORTH OF MD 263
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:20.0 ft. [6.1 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,331 [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:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:73.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairFair4233173.0
July 2017FairFairFairFair4233173.0
July 2016FairFairFairFair4233173.0
July 2015FairFairFairFair4233173.0
August 2014FairFairFairFair4233173.0
August 2013FairFairFairFair4233173.0
August 2012FairFairFairFair4233173.0
July 2011FairFairFairFair4233173.0
July 2010FairFairFairFair4233173.0
June 2009FairFairFairFair1878573.0
June 2008FairFairFairFair1878573.0
April 2007FairFairFairFair1681373.0
April 2006FairFairFairSatisfactory1681373.0
March 2005FairFairFairSatisfactory1681373.0
March 2004FairFairFairSatisfactory1681372.0
March 2003FairFairFairSatisfactory2575072.0
March 2001FairFairFairGood2575072.0
February 2000FairFairFairGood2575072.0
February 1999PoorPoorPoorGood2575054.0
May 1997FairSatisfactorySatisfactoryGood2575084.0
May 1996FairGoodSatisfactoryGood2117584.0
April 1994FairSatisfactorySatisfactoryGood2117584.0
April 1993FairSatisfactoryGoodGood2117584.0
April 1991PoorSatisfactorySatisfactoryPoor2117557.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.18,720018,5102100
Deck
Reinforced Concrete Decksq. ft.4,3904,3791100
Wearing Surfacessq. ft.4,0003,9891100
Substructure
Steel Columneach1613300
Timber Abutmentlinear ft.100802000
Steel Pileeach2416800
Steel Pier Caplinear ft.2000180200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2232002300