ROUTE 13 NBL over FISHERMAN INLET

Map

Coordinates:
+37.11171, -75.96910
37°06'42" N, 75°58'09" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	ROUTE 13 NBL over FISHERMAN INLET
Structure number:	000000000026631
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:	180.1 ft. `[54.9 m]`
Total length:	1094.2 ft. `[333.5 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Owner:	State Toll Authority `[31]`
Year built:	1998
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]`

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:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	92.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Very Good	Very Good	Very Good	4385	92.6
September 2016	Good	Very Good	Very Good	Very Good	4385	92.6
September 2014	Good	Very Good	Very Good	Very Good	4800	92.5
August 2012	Good	Very Good	Very Good	Very Good	4800	92.5
August 2010	Good	Very Good	Very Good	Very Good	4800	92.5
September 2008	Good	Very Good	Very Good	Very Good	4800	92.5
September 2007	Good	Very Good	Very Good	Very Good	4800	86.5
October 2006	Good	Very Good	Good	Very Good	4800	86.5
August 2004	Good	Very Good	Good	Very Good	4800	86.5
September 2002	Good	Very Good	Very Good	Very Good	4800	86.5

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,836	1,836	0	0	0
Steel Protective Coating	sq. ft.	30,800	30,397	403	0	0
Prestressed Concrete Girder/Beam	linear ft.	9,854	9,821	33	0	0
Deck
Reinforced Concrete Deck	sq. ft.	18,400	18,000	400	0	0
Reinforced Concrete Top Flange	sq. ft.	65,693	65,568	125	0	0
Wearing Surfaces	sq. ft.	59,124	42,142	140	16,842	0
Substructure
Reinforced Concrete Abutment	linear ft.	80	80	0	0	0
Prestressed Concrete Pile	each	65	61	3	1	0
Reinforced Concrete Pier Cap	linear ft.	731	678	53	0	0
Joints
Open Joint	linear ft.	320	312	8	0	0
Assembly without Seal Joint	linear ft.	80	80	0	0	0
Bearings
Elastomeric Bearing	each	204	204	0	0	0
Movable Bearing	each	8	8	0	0	0
Fixed Bearing	each	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	4,205	4,205	0	0	0