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STULLTOWN ROAD over GRAVELLY RUN

Map

Coordinates:
+39.21858, -75.76094
39°13'07" N, 75°45'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STULLTOWN ROAD over GRAVELLY RUN
Structure number:200000Q-0016030
Location:4.5 M NE JCT W MD RT 300
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:62.0 ft. [18.9 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2010]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Fair6 out of 1020099.9
May 2014Fair6 out of 1020099.9
May 2012Fair6 out of 1020099.9
May 2010Fair6 out of 1020099.9
May 2008Fair6 out of 1020099.9
May 2006Fair6 out of 1020099.9
May 2004Fair6 out of 1020099.9
July 2002Fair6 out of 1020099.9
May 2000Good7 out of 1020099.9
April 1998Good7 out of 10-100.0
June 1996Good7 out of 10-100.0
May 1995Good7 out of 10-100.0
March 1993Good7 out of 10-100.0
March 1991Good8 out of 10-100.0