Shore Drive over Ferry Road and RR
Map
Coordinates:
+36.90667, -76.1822736°54'24" N, 76°10'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Shore Drive over Ferry Road and RR |
Structure number: | 000000000022262 |
Location: | 0.18 TO 166 /0.05ECL NORF |
Purpose: | Carries highway over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 255.9 ft. [78.0 m] |
Roadway width between curbs: | 65.9 ft. [20.1 m] |
Deck width edge-to-edge: | 76.8 ft. [23.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1986 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30,723 [as of 2014] |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 30723 | 92.1 |
April 2016 | Good | Good | Good | Good | 30723 | 92.1 |
April 2014 | Good | Good | Good | Good | 30000 | 92.1 |
April 2012 | Good | Good | Good | Good | 30000 | 92.1 |
April 2010 | Good | Good | Good | Good | 30000 | 92.1 |
April 2008 | Good | Good | Good | Good | 31895 | 91.9 |
April 2006 | Good | Good | Very Good | Good | 31895 | 91.9 |
April 2004 | Good | Good | Very Good | Good | 31895 | 91.9 |
April 2002 | Good | Good | Very Good | Good | 31895 | 92.9 |
April 2000 | Good | Good | Very Good | Good | 31895 | 92.9 |
April 1998 | Good | Good | Very Good | Good | 31895 | 92.9 |
May 1996 | Good | Good | Very Good | Good | 31895 | 92.9 |
April 1994 | Good | Good | Very Good | Good | 15787 | 94.8 |
April 1992 | Good | Good | Very Good | Good | 15787 | 94.8 |
April 1990 | Good | Good | Very Good | Good | 15787 | 96.8 |
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. | 2,782 | 2,357 | 424 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,474 | 19,457 | 15 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 18 | 15 | 2 | 1 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 138 | 106 | 0 | 32 | 0 |
Reinforced Concrete Abutment | linear ft. | 153 | 55 | 47 | 51 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 230 | 228 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 383 | 371 | 0 | 10 | 2 |
Bearings |
Elastomeric Bearing | each | 44 | 0 | 37 | 7 | 0 |
Fixed Bearing | each | 44 | 0 | 44 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 254 | 150 | 104 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 254 | 253 | 0 | 1 | 0 |