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INDIAN TOWN RD. over PEPPERMILL CREEK

Map

Coordinates:
+38.31756, -77.17163
38°19'03" N, 77°10'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INDIAN TOWN RD. over PEPPERMILL CREEK
Structure number:000000000023451
Location:0.4M RTE218-2.3M RTE206
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1992
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:555 [as of 2014]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
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 assessed or calculated scour condition. [5]
Sufficiency rating:99.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Fair6 out of 1055599.3
December 2015Fair6 out of 1055599.3
December 2013Fair6 out of 1026299.7
December 2011Fair6 out of 1026299.7
December 2009Fair6 out of 1026299.7
December 2007Fair6 out of 1026299.7
November 2005Fair6 out of 1026298.7
January 2004Fair6 out of 1026298.7
December 2001Fair6 out of 1021798.7
December 1999Good7 out of 1021799.7
January 1998Good9 out of 10120498.5
March 1996Good9 out of 1021798.7
January 1994Good9 out of 1018398.8
July 1992Good9 out of 1018399.8