Marquis Road over Pamunkey Creek
Map
Coordinates:
+38.19237, -77.9688838°11'33" N, 77°58'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Marquis Road over Pamunkey Creek |
Structure number: | 000000000013032 |
Location: | 1.70 From 630 &.48 To 629 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 182.1 ft. [55.5 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 509 [as of 2014] |
Truck traffic: | 2% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Satisfactory | 509 | 73.3 |
May 2015 | Fair | Fair | Fair | Satisfactory | 509 | 73.3 |
May 2013 | Fair | Fair | Fair | Satisfactory | 520 | 73.2 |
May 2011 | Fair | Fair | Fair | Satisfactory | 520 | 73.2 |
May 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 520 | 85.4 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 542 | 85.3 |
May 2005 | Fair | Good | Good | Satisfactory | 518 | 85.4 |
May 2003 | Fair | Good | Good | Satisfactory | 467 | 85.4 |
May 2001 | Fair | Good | Good | Satisfactory | 396 | 86.5 |
May 1999 | Fair | Good | Good | Satisfactory | 369 | 86.5 |
May 1997 | Fair | Good | Good | Satisfactory | 359 | 86.6 |
June 1996 | Poor | Poor | Poor | Satisfactory | 359 | 56.3 |
May 1995 | Poor | Poor | Poor | Satisfactory | 359 | 56.0 |
May 1993 | Fair | Satisfactory | Satisfactory | Good | 393 | 86.3 |
May 1991 | Fair | Satisfactory | Satisfactory | Good | 253 | 86.4 |