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THOMPSON MILL RD. over DEEP RUN CREEK

Map

Coordinates:
+38.45229, -77.62866
38°27'08" N, 77°37'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THOMPSON MILL RD. over DEEP RUN CREEK
Structure number:000000000028320
Location:STAFFORD-FAUQUIER CO.LINE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:417 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:80.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good41780.6
November 2015GoodVery GoodVery GoodVery Good41780.6
November 2013GoodVery GoodVery GoodVery Good45680.6
November 2011GoodVery GoodVery GoodVery Good45680.6
November 2009GoodVery GoodVery GoodVery Good45680.6
November 2007GoodVery GoodVery GoodVery Good45678.6
May 2006GoodExcellentExcellentExcellent35678.7