Patrick Henry Hwy over Terrys Creek
Map
Coordinates:
+37.07621, -78.7372037°04'34" N, 78°44'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Patrick Henry Hwy over Terrys Creek |
Structure number: | 000000000004833 |
Location: | 0.30 to 668 - 0.10 to 706 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,920 [as of 2014] |
Truck traffic: | 15% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 55.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $463,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Satisfactory | 1920 | 55.1 |
September 2016 | Fair | Fair | Fair | Satisfactory | 1920 | 55.1 |
September 2014 | Fair | Fair | Fair | Satisfactory | 2000 | 55.1 |
September 2012 | Fair | Fair | Fair | Satisfactory | 2094 | 49.8 |
September 2010 | Fair | Fair | Fair | Satisfactory | 2094 | 49.8 |
September 2008 | Fair | Fair | Fair | Satisfactory | 2094 | 49.8 |
October 2006 | Fair | Satisfactory | Satisfactory | Good | 2105 | 59.2 |
October 2004 | Fair | Satisfactory | Satisfactory | Good | 1995 | 57.2 |
September 2002 | Fair | Satisfactory | Satisfactory | Good | 2046 | 58.9 |
October 2000 | Fair | Good | Satisfactory | Very Good | 2105 | 56.8 |
September 1998 | Fair | Good | Satisfactory | Very Good | 2105 | 56.8 |
October 1996 | Good | Good | Good | Good | 2200 | 56.6 |
December 1994 | Good | Good | Good | Very Good | 1600 | 57.6 |
September 1992 | Good | Good | Good | Very Good | 2360 | 56.5 |
October 1991 | Good | Very Good | Very Good | Very Good | 2420 | 56.4 |