LORD FAIRFAX HWY-N over NS RAILWAY
Map
Coordinates:
+39.18730, -77.9313839°11'14" N, 77°55'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LORD FAIRFAX HWY-N over NS RAILWAY |
Structure number: | 000000000005407 |
Location: | 0.55 TO 610 - 0.50 TO 612 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 138.1 ft. [42.1 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 21° |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
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: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,814 [as of 2014] |
Truck traffic: | 9% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 5814 | 97.5 |
March 2015 | Good | Good | Good | Good | 5814 | 97.5 |
March 2013 | Good | Good | Very Good | Good | 5537 | 98.5 |
March 2011 | Good | Good | Very Good | Good | 5537 | 99.5 |
February 2009 | Fair | Satisfactory | Very Good | Very Good | 5537 | 99.5 |
December 2006 | Fair | Satisfactory | Very Good | Very Good | 5773 | 99.5 |
December 2004 | Fair | Satisfactory | Very Good | Very Good | 5310 | 99.5 |
January 2003 | Fair | Satisfactory | Very Good | Very Good | 4749 | 99.6 |
January 2001 | Good | Good | Very Good | Very Good | 4051 | 97.6 |
December 1998 | Good | Good | Very Good | Very Good | 4051 | 97.6 |
December 1996 | Good | Good | Very Good | Very Good | 3200 | 97.7 |
December 1994 | Good | Very Good | Very Good | Very Good | 6200 | 97.5 |
December 1992 | Good | Very Good | Very Good | Very Good | 3100 | 97.8 |
December 1990 | Good | Very Good | Very Good | Very Good | 3140 | 92.7 |
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. | 829 | 801 | 3 | 25 | 0 |
Steel Protective Coating | sq. ft. | 7,217 | 0 | 7,157 | 50 | 10 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,796 | 4,723 | 1,073 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 5 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 104 | 84 | 12 | 8 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 104 | 94 | 10 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 180 | 180 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 6 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 54 | 0 | 18 | 36 | 0 |
Fixed Bearing | each | 18 | 6 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 54 | 0 | 18 | 36 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 277 | 277 | 0 | 0 | 0 |