Courthouse Road over Harris Creek
Map
Coordinates:
+37.99536, -78.0203237°59'43" N, 78°01'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Courthouse Road over Harris Creek |
Structure number: | 000000000023818 |
Location: | 2.30 From 22& 3.40 To 640 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 107.9 ft. [32.9 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,396 [as of 2014] |
Truck traffic: | 4% 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] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 92.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 5396 | 92.0 |
June 2015 | Good | Good | Good | Good | 5396 | 92.0 |
June 2013 | Good | Good | Good | Good | 4734 | 92.8 |
June 2011 | Good | Good | Good | Good | 4734 | 90.8 |
June 2009 | Good | Good | Good | Good | 4734 | 90.8 |
June 2007 | Good | Good | Good | Good | 4438 | 93.1 |
June 2005 | Good | Good | Good | Very Good | 4146 | 93.4 |
June 2003 | Good | Good | Good | Very Good | 3769 | 93.8 |
June 2001 | Good | Good | Good | Very Good | 3556 | 94.1 |
June 1999 | Good | Good | Good | Very Good | 3600 | 94.0 |
June 1997 | Good | Good | Good | Very Good | 5400 | 92.0 |
June 1995 | Good | Good | Good | Very Good | 5900 | 91.7 |
January 1994 | Good | Excellent | Excellent | Excellent | 4193 | 93.5 |