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Magruder Blvd WBL over Brick Kiln Creek

Map

Coordinates:
+37.09606, -76.40025
37°05'46" N, 76°24'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Magruder Blvd WBL over Brick Kiln Creek
Structure number:000000000019855
Location:0.00 Mi To York Co Line
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.9 ft. [8.5 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,798 [as of 2014]
Truck traffic:1% 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$412,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairFairFair1179864.1
December 2015FairFairFairFair1179864.1
December 2013FairFairFairFair1397263.8
December 2011FairFairFairFair1397263.9
December 2009FairFairFairFair1397263.9
January 2008FairFairFairFair1322364.1
December 2005FairFairFairFair1296364.1
December 2003FairFairFairFair1206466.2
December 2001FairFairFairFair1175064.3
December 1999FairFairFairFair925864.6
March 1999PoorFairFairPoor900048.1
March 1997PoorFairFairPoor900048.1
February 1996PoorFairFairPoor900048.5
March 1995PoorFairFairPoor900048.5
February 1994PoorFairFairPoor900048.5
April 1992PoorFairFairPoor847748.6
May 1991PoorFairFairPoor874548.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3322429000
Deck
Reinforced Concrete Decksq. ft.2,1582,0689000
Substructure
Reinforced Concrete Pier Walllinear ft.4884000
Reinforced Concrete Abutmentlinear ft.104802400
Reinforced Concrete Pier Caplinear ft.5243900
Joints
Compression Jointlinear ft.104604400
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1661561000