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Magruder Blvd SBL over Brick Kiln Creek

Map

Coordinates:
+37.09589, -76.40040
37°05'45" N, 76°24'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Magruder Blvd SBL over Brick Kiln Creek
Structure number:000000000019856
Location:0.00 Mi To Hampton City
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.2 ft. [9.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1973
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2018

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: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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory1179897.1
August 2016FairSatisfactorySatisfactorySatisfactory1179897.3
August 2014FairSatisfactorySatisfactorySatisfactory1397297.1
August 2012FairFairSatisfactorySatisfactory1397297.7
August 2010FairFairSatisfactorySatisfactory1397297.7
October 2008FairFairSatisfactorySatisfactory1397297.7
August 2006FairSatisfactoryFairFair1303887.6
August 2004FairFairFairFair1265486.6
August 2002FairFairFairFair1157086.7
August 2000FairFairFairFair925887.0
October 1998FairFairFairFair925887.0
August 1996FairFairFairFair900087.0
November 1994FairFairFairFair2000086.3
September 1992FairFairFairFair847787.3
September 1990FairFairFairSatisfactory874587.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.8481300
Other Material Pileeach1201200
Reinforced Concrete Pier Caplinear ft.8476710
Joints
Pourable Jointlinear ft.76490027
Compression Jointlinear ft.76028048
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.192192000
Reinforced Concrete Bridge Raillinear ft.192192000
Deck
Reinforced Concrete Slabsq. ft.4,0321,5701,1281,3340
Wearing Surfacessq. ft.2,488002912,197