ROUTE 13 NBL over FISHERMAN INLET
Map
Coordinates:
+37.11171, -75.9691037°06'42" N, 75°58'09" W
Facts
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] |
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: | 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 |
Previous Inspections
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 |
Element Data
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 |