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HAWKSBILL AVENUE over HAWKSBILL CREEK

Map

Coordinates:
+38.59791, -78.47717
38°35'52" N, 78°28'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWKSBILL AVENUE over HAWKSBILL CREEK
Structure number:000000000028243
Location:0.25 RT 340 - 0.15 RT 611
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:51.8 ft. [15.8 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:2005
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:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:729 [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: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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good72995.6
November 2015GoodVery GoodVery GoodVery Good72995.6
November 2013GoodVery GoodVery GoodVery Good71495.7
November 2011GoodVery GoodVery GoodVery Good71495.7
November 2009GoodVery GoodVery GoodVery Good71495.7
December 2007GoodVery GoodVery GoodVery Good71495.7
November 2005GoodExcellentExcellentExcellent84188.6