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Perkins Mill Road over Piney River

Map

Coordinates:
+37.78684, -79.09061
37°47'13" N, 79°05'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Perkins Mill Road over Piney River
Structure number:000000000027947
Location:0.00 Amh CL / 0.00 Nel CL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.7 ft. [18.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2017]
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 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 assessed or calculated scour condition. [5]
Sufficiency rating:91.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood13091.3
August 2016GoodGoodGoodGood6294.4
August 2014GoodGoodGoodGood7094.4
August 2012GoodGoodGoodGood7094.4
August 2010GoodGoodVery GoodGood7094.4
August 2008GoodGoodVery GoodGood10291.5
October 2006GoodVery GoodVery GoodVery Good7394.3
September 2004GoodExcellentExcellentExcellent7394.3