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HASTINGS DRIVE over COCKRELL BRANCH

Map

Coordinates:
+38.73330, -77.47825
38°43'60" N, 77°28'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HASTINGS DRIVE over COCKRELL BRANCH
Structure number:000000000024162
Location:00.20 W OF DUMFRIES RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:45.9 ft. [14.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,198 [as of 2014]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair6 out of 10519884.1
August 2015Fair6 out of 10519884.1
August 2013Good8 out of 10667083.9
December 2011Good8 out of 10667083.9
December 2009Good8 out of 10667083.9
December 2007Good8 out of 10667083.9
November 2005Good8 out of 10667083.9
June 2003Good8 out of 10667080.9
July 2001Good8 out of 10667083.9
March 1999Good8 out of 10667083.9
March 1997Good8 out of 10667083.9
April 1995Good8 out of 10667080.8