Zachary Taylor Hwy over Rapidan River
Map
Coordinates:
+38.35854, -77.9727238°21'31" N, 77°58'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Zachary Taylor Hwy over Rapidan River |
Structure number: | 000000000012957 |
Location: | Culpeper/Orange Co Line |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 401.9 ft. [122.5 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,047 [as of 2014] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Good | 5047 | 81.8 |
February 2016 | Fair | Satisfactory | Satisfactory | Good | 5047 | 81.8 |
February 2014 | Fair | Satisfactory | Satisfactory | Good | 5141 | 81.8 |
February 2012 | Good | Good | Good | Good | 5141 | 81.8 |
February 2010 | Good | Good | Good | Good | 5141 | 81.8 |
February 2008 | Good | Good | Very Good | Good | 5475 | 83.8 |
February 2006 | Good | Good | Very Good | Good | 4059 | 84.9 |
February 2004 | Good | Good | Very Good | Good | 3663 | 86.3 |
March 2002 | Good | Good | Very Good | Good | 2503 | 90.2 |
February 2000 | Good | Good | Very Good | Good | 2675 | 87.7 |
February 1998 | Good | Good | Very Good | Very Good | 2600 | 87.9 |
February 1996 | Good | Good | Very Good | Very Good | 2900 | 86.9 |
April 1994 | Good | Very Good | Very Good | Very Good | 2492 | 88.3 |
February 1992 | Good | Very Good | Very Good | Very Good | 1990 | 91.1 |