GLOVER ROAD over BROAD BRANCH
Map
Coordinates:
+38.94481, -77.0501738°56'41" N, 77°03'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GLOVER ROAD over BROAD BRANCH |
Structure number: | 3450028P0000000 |
Location: | 0.1 MILES FROM BROAD BRAN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 12.5 ft. [3.8 m] |
Total length: | 36.4 ft. [11.1 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Skew angle: | 24° |
Owner: | National Park Service [66] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,800 [as of 2007] |
Truck traffic: | 18% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 59.4 tons [54.0 metric tons] |
Inventory rating: | 36.3 tons [33.0 metric tons] |
Sufficiency rating: | 80.5 |
Estimated cost of work: | $180,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2015 | 80.5 | Fair | Good | Good | Satisfactory | FO | 1800 |
June 2013 | 80.5 | Fair | Good | Good | Satisfactory | FO | 1800 |
June 2011 | 80.5 | Fair | Good | Good | Satisfactory | FO | 1800 |
June 2009 | 80.5 | Fair | Good | Good | Satisfactory | FO | 1800 |
July 2007 | 80.5 | Good | Good | Good | Good | FO | 1800 |
June 2005 | 80.5 | Good | Good | Good | Good | FO | 1800 |
August 2003 | 80.5 | Good | Good | Good | Good | FO | 1800 |
June 2001 | 80.5 | Good | Good | Good | Good | FO | 1800 |
May 1999 | 80.4 | Good | Good | Good | Good | FO | 1800 |