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SBL GEO. WASH. PWY over DRAGON RUN

Map

Coordinates:
+37.58505, -76.60354
37°35'06" N, 76°36'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SBL GEO. WASH. PWY over DRAGON RUN
Structure number:000000000012086
Location:MID'SEX-GLOUCESTER CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:36.4 ft. [11.1 m]
Total length:152.2 ft. [46.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:51.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorSatisfactoryPoorFair1200051.7
July 2017PoorSatisfactoryPoorFair608851.7
July 2016PoorSatisfactoryPoorFair608851.7
July 2015PoorSatisfactoryPoorFair608851.7
July 2014PoorSatisfactoryPoorFair589051.7
July 2013PoorSatisfactoryPoorFair589051.7
July 2012PoorGoodPoorFair589051.7
July 2010FairGoodFairSatisfactory589068.0
July 2008FairGoodSatisfactorySatisfactory589079.0
July 2006FairGoodSatisfactorySatisfactory620779.0
July 2004FairGoodSatisfactorySatisfactory610679.0
October 2002FairGoodSatisfactorySatisfactory532579.0
July 2001PoorGoodSatisfactoryPoor532553.0
July 2000PoorGoodSatisfactoryPoor617251.0
September 1998FairGoodSatisfactorySatisfactory617277.0
September 1996FairGoodSatisfactorySatisfactory600078.0
July 1994FairGoodGoodSatisfactory1200078.0
September 1992FairGoodSatisfactorySatisfactory555074.9
July 1990FairGoodSatisfactoryFair555062.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.610357402130
Deck
Reinforced Concrete Top Flangesq. ft.5,0354,0848211300
Wearing Surfacessq. ft.4,2613,9321501790
Substructure
Reinforced Concrete Pier Walllinear ft.953028370
Reinforced Concrete Abutmentlinear ft.112659380
Reinforced Concrete Pier Caplinear ft.956314180
Joints
Pourable Jointlinear ft.936302010
Open Jointlinear ft.62520100
Bearings
Movable Bearingeach1601330
Steel Protective Coatingsq. ft.1603013
Fixed Bearingeach1601510
Steel Protective Coatingsq. ft.1601303
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3050248570