TWIGG'S FERRY ROAD over PIANKATANK RIVER @
Map
Coordinates:
+37.50736, -76.4198937°30'26" N, 76°25'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWIGG'S FERRY ROAD over PIANKATANK RIVER @ |
Structure number: | 000000000011833 |
Location: | MATHEWS-MIDDLESEX C. LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 101.1 ft. [30.8 m] |
Total length: | 2092.0 ft. [637.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Vertical clearance below bridge: | 42.7 ft. [13.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 30 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,449 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | In place but in a deteriorated condition [3] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 66.0 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $1,200,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Satisfactory | Satisfactory | 6449 | 66.0 |
July 2016 | Fair | Good | Satisfactory | Satisfactory | 6449 | 66.0 |
July 2014 | Fair | Good | Satisfactory | Satisfactory | 7245 | 66.0 |
July 2013 | Poor | Poor | Fair | Fair | 7245 | 42.8 |
July 2012 | Poor | Poor | Fair | Fair | 7245 | 42.8 |
July 2011 | Poor | Poor | Fair | Fair | 7245 | 42.9 |
July 2010 | Poor | Poor | Fair | Fair | 7245 | 38.0 |
August 2009 | Poor | Poor | Fair | Fair | 7245 | 38.0 |
July 2008 | Poor | Poor | Fair | Fair | 7144 | 38.0 |
July 2007 | Poor | Poor | Fair | Fair | 7009 | 38.0 |
July 2006 | Poor | Poor | Fair | Fair | 6257 | 38.0 |
July 2005 | Poor | Poor | Fair | Fair | 6201 | 48.8 |
July 2004 | Poor | Poor | Fair | Fair | 6020 | 48.8 |
July 2003 | Poor | Poor | Fair | Fair | 5984 | 48.8 |
July 2002 | Poor | Poor | Fair | Fair | 5348 | 48.8 |
July 2001 | Fair | Fair | Fair | Fair | 5348 | 49.8 |
July 2000 | Fair | Satisfactory | Fair | Fair | 4551 | 50.8 |
June 1999 | Fair | Satisfactory | Fair | Fair | 4551 | 50.8 |
June 1998 | Fair | Satisfactory | Fair | Fair | 4300 | 51.5 |
July 1997 | Fair | Satisfactory | Fair | Fair | 4300 | 50.4 |
December 1996 | Fair | Satisfactory | Fair | Fair | 4000 | 31.8 |
August 1995 | Poor | Good | Fair | Poor | 4000 | 16.8 |
July 1994 | Poor | Good | Satisfactory | Poor | 4200 | 16.8 |
August 1993 | Poor | Fair | Satisfactory | Poor | 3697 | 15.8 |
September 1992 | Fair | Fair | Satisfactory | Fair | 5155 | 30.8 |
August 1991 | Fair | Fair | Good | Fair | 5155 | 30.8 |