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US 113 over PURNELL BRANCH

Map

Coordinates:
+38.18295, -75.37476
38°10'59" N, 75°22'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 113 over PURNELL BRANCH
Structure number:100000230029010
Location:0.73 MILE NORTH OF MD 365
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:23.0 ft. [7.0 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,812 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:99.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactorySatisfactory581299.5
December 2015FairSatisfactorySatisfactorySatisfactory581299.5
December 2013FairSatisfactorySatisfactorySatisfactory581299.5
December 2011FairSatisfactorySatisfactorySatisfactory581299.5
December 2009FairSatisfactorySatisfactorySatisfactory611199.4
December 2007FairSatisfactorySatisfactorySatisfactory1115099.0
December 2005FairSatisfactorySatisfactorySatisfactory1115099.0
December 2003GoodGoodGoodGood1115099.0
November 2001GoodGoodGoodGood627597.4
April 2000GoodGoodGoodGood627597.4
April 1998GoodGoodGoodGood627597.4
April 1997GoodGoodGoodGood627597.4
April 1995GoodGoodGoodGood720097.5
April 1994GoodGoodGoodGood720097.5
April 1993GoodGoodGoodGood720097.5
June 1992GoodGoodGoodGood720097.5
May 1990GoodGoodGoodGood720097.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9690600
Timber Pileeach1919000
Reinforced Concrete Pier Caplinear ft.9690420
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.141141000
Steel Protective Coatingsq. ft.7917434800
Deck
Reinforced Concrete Slabsq. ft.3,3843,384000
Wearing Surfacessq. ft.3,2433,243000