Patrick Henry Hwy over Ward Fork Creek
Map
Coordinates:
+37.05819, -78.6719637°03'29" N, 78°40'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Patrick Henry Hwy over Ward Fork Creek |
Structure number: | 000000000004832 |
Location: | 1.45 to 682 - 1.60 to 645 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 43.3 ft. [13.2 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
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: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,978 [as of 2014] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Good | 1978 | 97.4 |
August 2016 | Fair | Satisfactory | Satisfactory | Good | 1978 | 93.9 |
August 2014 | Good | Good | Good | Good | 2225 | 92.7 |
August 2012 | Good | Good | Good | Good | 2225 | 94.7 |
August 2010 | Good | Good | Good | Good | 2225 | 97.8 |
August 2008 | Good | Good | Good | Good | 2225 | 97.8 |
September 2006 | Good | Good | Good | Good | 2194 | 97.9 |
September 2004 | Good | Good | Good | Good | 2080 | 97.3 |
August 2002 | Good | Good | Good | Good | 2116 | 97.3 |
September 2000 | Good | Good | Very Good | Good | 2107 | 95.3 |
August 1998 | Good | Good | Very Good | Good | 2107 | 90.2 |
October 1996 | Good | Good | Very Good | Good | 2200 | 90.1 |
October 1994 | Good | Good | Very Good | Very Good | 2000 | 90.3 |
August 1992 | Good | Good | Very Good | Very Good | 3235 | 89.1 |
September 1990 | Good | Very Good | Very Good | Very Good | 3305 | 89.0 |