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ROUTE 13 SBL over FISHERMAN INLET

Map

Coordinates:
+37.11169, -75.96935
37°06'42" N, 75°58'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 13 SBL over FISHERMAN INLET
Structure number:000000000012753
Location:1.51NHMPTN CO1723NCL VA B
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Tolls:Yes, on toll road [2]
Length of largest span:174.9 ft. [53.3 m]
Total length:2108.0 ft. [642.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Toll Authority [31]
Year built:1964
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,385 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$12,375,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodVery GoodGoodGood438578.5
September 2016GoodVery GoodGoodGood438578.5
September 2014GoodVery GoodGoodGood421978.5
August 2012GoodVery GoodGoodGood421978.5
August 2010GoodVery GoodGoodGood421978.5
September 2008GoodVery GoodGoodGood421978.5
September 2007GoodVery GoodGoodGood446178.5
October 2006GoodVery GoodGoodGood443778.5
August 2004GoodVery GoodGoodGood448278.5
September 2002GoodVery GoodGoodGood894261.0
August 2000GoodVery GoodGoodGood589661.0
October 1999GoodVery GoodGoodGood956761.0
September 1998GoodGoodVery GoodGood956762.0
September 1997GoodGoodVery GoodGood900062.0
September 1995GoodGoodGoodVery Good900062.0
September 1994GoodVery GoodGoodGood900062.0
September 1993GoodVery GoodGoodGood689062.0
September 1991PoorVery GoodGoodPoor832041.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,82001,82000
Steel Protective Coatingsq. ft.32,54032,13740300
Prestressed Concrete Girder/Beamlinear ft.13,21213,05867870
Deck
Reinforced Concrete Decksq. ft.14,86313,87199200
Reinforced Concrete Top Flangesq. ft.53,94853,9321330
Wearing Surfacessq. ft.46,24146,08915200
Substructure
Reinforced Concrete Abutmentlinear ft.6565000
Prestressed Concrete Pileeach8675650
Reinforced Concrete Pier Caplinear ft.796629157100
Joints
Open Jointlinear ft.719714500
Assembly without Seal Jointlinear ft.6557800
Bearings
Elastomeric Bearingeach3523220300
Movable Bearingeach1201200
Fixed Bearingeach40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4,2134,213000