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SPERRYVILLE PIKE over BLACKWATER CREEK

Map

Coordinates:
+38.57040, -78.15832
38°34'13" N, 78°09'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPERRYVILLE PIKE over BLACKWATER CREEK
Structure number:000000000014660
Location:6.60 FR 231 & 2.90 TO 707
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:47.9 ft. [14.6 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1938
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,039 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:69.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$200,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201569.3FairGoodSatisfactoryFairFO2039
May 201369.0FairGoodSatisfactoryFairFO2164
May 201170.0FairGoodGoodFairFO2164
May 200970.0FairGoodGoodFairFO2164
May 200770.2FairGoodGoodFairFO2048
May 200569.9FairGoodGoodFairFO2181
May 200369.8FairGoodGoodFairFO2246
May 200182.0GoodGoodGoodGoodFO2037
May 199979.9GoodGoodVery GoodGoodFO2101
May 199771.2GoodGoodVery GoodGoodFO3700
May 199582.0GoodGoodVery GoodGood-1900
May 199370.5GoodGoodVery GoodGood-4000
April 199271.2GoodGoodVery GoodVery Good-3645