JAMES MADISON PKWY over WILLIAMS CREEK
Map
Coordinates:
+38.34680, -77.0607338°20'48" N, 77°03'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | JAMES MADISON PKWY over WILLIAMS CREEK |
Structure number: | 000000000010556 |
Location: | 0.9M RTE206-2.6M MD.LINE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,560 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Satisfactory | Satisfactory | 12560 | 98.0 |
December 2016 | Fair | Good | Satisfactory | Satisfactory | 12560 | 98.0 |
December 2014 | Fair | Good | Satisfactory | Satisfactory | 9267 | 98.0 |
December 2012 | Fair | Good | Good | Satisfactory | 9267 | 98.0 |
December 2010 | Fair | Good | Good | Satisfactory | 9267 | 98.0 |
December 2008 | Fair | Good | Good | Satisfactory | 9267 | 98.0 |
December 2006 | Fair | Good | Good | Satisfactory | 9687 | 98.0 |
December 2004 | Fair | Good | Good | Satisfactory | 8025 | 95.0 |
December 2002 | Fair | Good | Good | Satisfactory | 7835 | 95.0 |
December 2000 | Fair | Good | Good | Satisfactory | 8229 | 95.0 |
December 1998 | Fair | Good | Good | Satisfactory | 8229 | 97.0 |
December 1996 | Fair | Satisfactory | Very Good | Satisfactory | 6500 | 97.0 |
January 1995 | Fair | Satisfactory | Very Good | Satisfactory | 12000 | 97.0 |
February 1993 | Fair | Good | Very Good | Fair | 11920 | 84.7 |
January 1992 | Fair | Good | Very Good | Fair | 6115 | 84.7 |
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. | 312 | 234 | 74 | 4 | 0 |
Steel Protective Coating | sq. ft. | 2,912 | 2,184 | 0 | 0 | 728 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,315 | 2,313 | 0 | 2 | 0 |
Wearing Surfaces | sq. ft. | 2,315 | 798 | 1,505 | 12 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 149 | 119 | 16 | 14 | 0 |
Bearings |
Movable Bearing | each | 6 | 0 | 0 | 6 | 0 |
Steel Protective Coating | sq. ft. | 12 | 0 | 0 | 12 | 0 |
Fixed Bearing | each | 6 | 0 | 0 | 6 | 0 |
Steel Protective Coating | sq. ft. | 12 | 0 | 0 | 12 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 105 | 105 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 270 | 270 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 105 | 69 | 36 | 0 | 0 |