PATRICK HENRY HWY over APPOMATTOX RIVER
Map
Coordinates:
+37.35484, -77.8522937°21'17" N, 77°51'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PATRICK HENRY HWY over APPOMATTOX RIVER |
Structure number: | 000000000001231 |
Location: | Chestfield & Amelia Co Ln |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 92.5 ft. [28.2 m] |
Total length: | 243.8 ft. [74.3 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
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 continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,378 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 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 desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 8378 | 97.2 |
May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 8378 | 97.2 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 8995 | 97.2 |
July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 8995 | 97.2 |
July 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 8995 | 97.2 |
July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 8995 | 98.2 |
July 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 8326 | 97.2 |
September 2004 | Good | Good | Good | Good | 7821 | 97.3 |
September 2002 | Good | Good | Very Good | Good | 7828 | 99.3 |
September 2000 | Fair | Satisfactory | Very Good | Good | 7419 | 97.3 |
September 1998 | Fair | Satisfactory | Good | Satisfactory | 7419 | 97.3 |
September 1996 | Fair | Satisfactory | Good | Good | 9000 | 97.2 |
September 1994 | Fair | Satisfactory | Good | Good | 13000 | 97.0 |
September 1992 | Good | Good | Very Good | Very Good | 6430 | 97.5 |
September 1990 | Good | Very Good | Very Good | Very Good | 6590 | 97.5 |
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. | 1,451 | 1,415 | 36 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12,963 | 12,845 | 88 | 30 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,194 | 9,776 | 415 | 3 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 82 | 82 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 106 | 77 | 9 | 20 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 82 | 82 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 84 | 69 | 12 | 3 | 0 |
Bearings |
Movable Bearing | each | 18 | 6 | 0 | 12 | 0 |
Steel Protective Coating | sq. ft. | 54 | 18 | 0 | 36 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 513 | 401 | 112 | 0 | 0 |