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STULLTOWN ROAD over ANDOVER BRANCH

Map

Coordinates:
+39.21892, -75.76842
39°13'08" N, 75°46'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STULLTOWN ROAD over ANDOVER BRANCH
Structure number:200000Q-0015030
Location:6 MILES NE W JCT MD RT300
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:13.1 ft. [4.0 m]
Total length:32.8 ft. [10.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2010]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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 2018Good7 out of 1020099.9
May 2016Good7 out of 1020099.9
May 2014Good7 out of 1020099.9
May 2012Good7 out of 1020099.9
May 2010Good7 out of 1020099.9
April 2008Good7 out of 1020098.9
May 2006Good7 out of 1020098.9
May 2004Good7 out of 1020099.9
July 2002Good7 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 1995Good8 out of 10-100.0
March 1993Good7 out of 10-100.0
March 1991Good8 out of 10-94.0