SBL ROUTE 0017 over CSX RAILWAY
Map
Coordinates:
+37.01796, -76.4490437°01'05" N, 76°26'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SBL ROUTE 0017 over CSX RAILWAY |
Structure number: | 000000000020672 |
Location: | 0.16TO143&258/0.15 TO 60 |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 467.9 ft. [142.6 m] |
Roadway width between curbs: | 41.0 ft. [12.5 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1967 |
Year reconstructed: | 1992 |
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: | 7 |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,286 [as of 2014] |
Truck traffic: | 2% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 75.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 18286 | 75.7 |
February 2015 | Good | Good | Good | Good | 18286 | 75.7 |
February 2013 | Good | Good | Good | Good | 21845 | 75.0 |
February 2011 | Good | Good | Good | Good | 21845 | 75.0 |
February 2009 | Good | Good | Good | Good | 21845 | 75.0 |
February 2007 | Good | Good | Good | Good | 21845 | 75.0 |
February 2005 | Good | Good | Good | Good | 21845 | 75.0 |
February 2003 | Good | Good | Very Good | Good | 21845 | 75.0 |
February 2001 | Good | Good | Very Good | Good | 20232 | 75.3 |
February 1999 | Good | Good | Very Good | Good | 20232 | 75.3 |
February 1997 | Good | Good | Very Good | Good | 20232 | 75.3 |
February 1995 | Good | Good | Very Good | Good | 20232 | 75.1 |
February 1993 | Good | Good | Very Good | Good | 20232 | 77.2 |
December 1989 | Fair | Fair | Satisfactory | Fair | 20947 | 62.1 |
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. | 2,731 | 2,730 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 9,259 | 9,249 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 23,540 | 19,764 | 3,776 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 15 | 5 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 218 | 214 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 148 | 135 | 13 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 300 | 239 | 47 | 14 | 0 |
Joints |
Pourable Joint | linear ft. | 385 | 356 | 0 | 2 | 27 |
Bearings |
Movable Bearing | each | 42 | 0 | 42 | 0 | 0 |
Fixed Bearing | each | 42 | 0 | 42 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 936 | 916 | 10 | 10 | 0 |