E.PATRICK HENRY RD over STAGG CREEK
Map
Coordinates:
+37.79179, -77.5398437°47'30" N, 77°32'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E.PATRICK HENRY RD over STAGG CREEK |
Structure number: | 000000000009383 |
Location: | 0.60 TO 686 & 0.05 TO 789 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 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] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,291 [as of 2014] |
Truck traffic: | 1% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 84.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 4291 | 84.2 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 4720 | 82.9 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 4720 | 82.9 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 4720 | 81.9 |
February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 4720 | 81.9 |
January 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 5063 | 80.4 |
March 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 4716 | 81.9 |
January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 5110 | 80.4 |
February 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 3909 | 84.4 |
February 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 3909 | 84.4 |
March 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 3800 | 84.7 |
April 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 4600 | 82.2 |
May 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 4600 | 82.2 |
July 1994 | Fair | Good | Satisfactory | Good | 4700 | 81.9 |
July 1993 | Good | Good | Good | Good | 4493 | 82.5 |
July 1992 | Good | Good | Good | Very Good | 5345 | 80.4 |
July 1991 | Good | Good | Good | Very Good | 5495 | 80.4 |