Marquis Lane over North Anna River
Map
Coordinates:
+38.13894, -78.0068038°08'20" N, 78°00'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Marquis Lane over North Anna River |
Structure number: | 000000000013033 |
Location: | Louisa/Orange Co. Line |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 110.9 ft. [33.8 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 719 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Satisfactory | 719 | 95.7 |
November 2015 | Fair | Good | Good | Satisfactory | 719 | 95.7 |
November 2013 | Fair | Good | Good | Satisfactory | 753 | 88.7 |
November 2011 | Fair | Good | Good | Satisfactory | 753 | 88.7 |
February 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 753 | 88.7 |
February 2008 | Fair | Satisfactory | Satisfactory | Good | 755 | 88.7 |
February 2006 | Fair | Fair | Satisfactory | Good | 854 | 86.6 |
February 2004 | Fair | Fair | Satisfactory | Good | 770 | 86.7 |
February 2002 | Fair | Fair | Satisfactory | Good | 562 | 93.8 |
February 2000 | Fair | Fair | Satisfactory | Good | 469 | 93.8 |
February 1998 | Fair | Fair | Satisfactory | Good | 456 | 93.8 |
February 1996 | Fair | Satisfactory | Satisfactory | Good | 456 | 94.6 |
February 1994 | Fair | Satisfactory | Satisfactory | Good | 352 | 94.6 |
February 1992 | Good | Good | Good | Good | 335 | 94.6 |