Sperryville Pike over Branch Blackwater Creek


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


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Sperryville Pike over Branch Blackwater Creek
Structure number:000000000014675
Location:.93 Fr 626 & .62 To 604
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Skew angle:30°
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 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,039 [as of 2014]
Truck traffic:3% of total traffic
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]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201792.2Fair6 out of 10-2039
January 201591.8Fair6 out of 10-2164
January 201391.8Fair6 out of 10-2164
January 201192.8Fair6 out of 10-2164
January 200992.8Fair6 out of 10-2164
January 200792.6Fair6 out of 10-2241
January 200593.2Fair6 out of 10-2043
January 200393.2Fair6 out of 10-2037
January 200191.0Fair6 out of 10-2101
January 199991.0Fair6 out of 10-2101
January 199791.7Fair6 out of 10-1900
January 199588.5Fair6 out of 10-2900
January 199484.9Fair6 out of 10-4000
January 199383.1Good7 out of 10-3645
January 199284.8Good7 out of 10-3735