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MD 366 over PILCHARD CREEK

Map

Coordinates:
+38.06858, -75.49812
38°04'07" N, 75°29'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 366 over PILCHARD CREEK
Structure number:100000230041030
Location:1.09 MILE WEST OF MD 703
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.0 ft. [7.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
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:1,630 [as of 2009]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
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:99.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair6 out of 10163099.5
September 2015Fair6 out of 10163099.5
September 2013Fair6 out of 10163099.5
September 2011Fair6 out of 10163099.5
September 2009Fair6 out of 10175099.5
September 2007Good7 out of 10212599.4
September 2005Good7 out of 10212599.4
September 2003Good7 out of 10212599.4
November 2001Good7 out of 10202599.4
January 2000Good7 out of 102025100.0
June 1997Good7 out of 102025100.0