WBL over BURKE MILL STREAM
Map
Coordinates:
+37.46511, -76.4467737°27'54" N, 76°26'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WBL over BURKE MILL STREAM |
Structure number: | 000000000011834 |
Location: | GLOUCESTER-MATHEWS C.LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 12,000 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 47.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $21,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Fair | Poor | Fair | 12000 | 47.7 |
July 2017 | Poor | Fair | Poor | Fair | 5705 | 47.7 |
July 2016 | Poor | Fair | Poor | Fair | 5705 | 44.9 |
July 2015 | Poor | Fair | Poor | Fair | 5705 | 44.9 |
July 2014 | Poor | Fair | Poor | Fair | 5462 | 44.9 |
July 2013 | Poor | Fair | Poor | Satisfactory | 5462 | 44.9 |
July 2012 | Poor | Fair | Poor | Satisfactory | 5462 | 44.9 |
July 2011 | Poor | Fair | Poor | Satisfactory | 5462 | 44.9 |
July 2010 | Poor | Fair | Poor | Satisfactory | 5462 | 50.0 |
July 2008 | Fair | Fair | Fair | Satisfactory | 5462 | 66.0 |
July 2006 | Fair | Fair | Fair | Satisfactory | 5835 | 66.0 |
July 2004 | Fair | Fair | Fair | Satisfactory | 5150 | 66.0 |
October 2002 | Fair | Fair | Fair | Satisfactory | 4948 | 66.0 |
August 2000 | Fair | Fair | Fair | Satisfactory | 6172 | 68.0 |
September 1998 | Fair | Fair | Fair | Satisfactory | 6172 | 68.0 |
September 1996 | Fair | Fair | Fair | Satisfactory | 2800 | 68.0 |
August 1994 | Fair | Fair | Fair | Satisfactory | 9500 | 68.0 |
September 1992 | Poor | Fair | Poor | Satisfactory | 5925 | 52.0 |
July 1990 | Poor | Fair | Poor | Fair | 5925 | 52.0 |