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NBL GEO. WASH. PWY over DRAGON RUN

Map

Coordinates:
+37.58515, -76.60334
37°35'07" N, 76°36'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NBL GEO. WASH. PWY over DRAGON RUN
Structure number:000000000012085
Location:MID'SEX-GLOUCESTER CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:38.1 ft. [11.6 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: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:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:46.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorFairPoorSatisfactory1200046.3
July 2016FairFairFairSatisfactory612361.6
July 2014FairFairFairSatisfactory579761.6
July 2012FairSatisfactoryFairSatisfactory579760.6
July 2010FairSatisfactoryFairSatisfactory579756.2
July 2008FairSatisfactoryFairSatisfactory579757.2
July 2006FairSatisfactoryFairSatisfactory612257.2
July 2004FairSatisfactoryFairSatisfactory602362.9
October 2002FairSatisfactoryFairSatisfactory553162.9
July 2001PoorSatisfactoryFairPoor553149.9
July 2000PoorSatisfactoryFairPoor455047.9
September 1998FairSatisfactoryFairSatisfactory455062.9
September 1996FairSatisfactoryFairSatisfactory600062.9
July 1994FairSatisfactoryFairSatisfactory1200062.9
July 1993FairSatisfactoryFairSatisfactory624860.9
September 1992FairFairFairSatisfactory555059.9
July 1990FairFairFairSatisfactory555058.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.45235348510
Deck
Reinforced Concrete Top Flangesq. ft.2,8142,492267550
Wearing Surfacessq. ft.2,5922,47711500
Substructure
Reinforced Concrete Pier Walllinear ft.5004820
Reinforced Concrete Abutmentlinear ft.92371540
Reinforced Concrete Pile Cap/Footinglinear ft.4204200
Reinforced Concrete Pier Caplinear ft.50311540
Joints
Pourable Jointlinear ft.99490500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2267552990