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CR 7/2 SLS over S FK S BR POTOMAC RIVER

Map

Coordinates:
+38.84072, -79.07373
38°50'27" N, 79°04'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 7/2 SLS over S FK S BR POTOMAC RIVER
Structure number:00000000016A108
Location:0.01 MI E OF CR 07 SLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:201.5 ft. [61.4 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:51 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:81.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood5181.0
March 2013GoodGoodGoodGood5081.0
March 2009GoodVery GoodVery GoodGood7081.0
March 2005GoodVery GoodVery GoodVery Good7081.0
March 2001GoodExcellentExcellentVery Good7081.0
March 1999GoodExcellentExcellentExcellent7081.0