S. COURTHOUSE ROAD over CHICKAHOMINY RIVER CANAL
Map
Coordinates:
+37.43218, -77.0375137°25'56" N, 77°02'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S. COURTHOUSE ROAD over CHICKAHOMINY RIVER CANAL |
Structure number: | 000000000028065 |
Location: | 0.22C CTY CO 0.75 629 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,752 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 73.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $522,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Satisfactory | Satisfactory | 2752 | 73.7 |
November 2017 | Fair | Fair | Satisfactory | Satisfactory | 2752 | 73.7 |
November 2016 | Fair | Fair | Satisfactory | Satisfactory | 2752 | 73.7 |
November 2015 | Fair | Fair | Satisfactory | Satisfactory | 2752 | 73.7 |
November 2014 | Fair | Fair | Satisfactory | Satisfactory | 2865 | 73.6 |
October 2013 | Fair | Fair | Good | Satisfactory | 2865 | 73.6 |
September 2012 | Fair | Fair | Good | Satisfactory | 2865 | 73.6 |
December 2011 | Fair | Satisfactory | Good | Good | 2865 | 74.6 |
December 2010 | Good | Good | Good | Good | 2865 | 74.6 |
February 2010 | Good | Good | Good | Good | 2865 | 73.8 |
February 2009 | Good | Good | Very Good | Very Good | 3037 | 73.1 |
February 2008 | Good | Very Good | Very Good | Very Good | 2817 | 73.2 |
January 2007 | Good | Very Good | Very Good | Very Good | 2748 | 73.2 |
February 2006 | Good | Very Good | Very Good | Very Good | 2406 | 74.8 |
2000 | - | - | - | - | 2357 | 74.9 |