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FALL HILL AVENUE over OLD RAPPAHANNOCK CANAL

Map

Coordinates:
+38.30822, -77.46674
38°18'30" N, 77°28'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FALL HILL AVENUE over OLD RAPPAHANNOCK CANAL
Structure number:000000000020245
Location:0.2M RTE1-0.6M RTE1 ALT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:33.1 ft. [10.1 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,981 [as of 2014]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:97.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood198197.8
February 2016GoodGoodGoodGood198197.8
February 2014GoodGoodGoodGood713096.3
February 2012GoodGoodGoodGood713096.3
March 2010GoodGoodGoodGood713096.3
April 2008GoodGoodGoodGood713096.3
May 2006GoodGoodGoodGood713096.3
July 2004GoodGoodGoodGood713096.3
July 2002GoodGoodGoodGood713096.3
June 2000GoodGoodGoodGood713096.3
July 1998GoodGoodGoodGood713096.3
February 1997GoodGoodVery GoodVery Good713096.3
September 1994GoodVery GoodVery GoodVery Good713098.5
August 1992GoodVery GoodExcellentVery Good713098.5
July 1990GoodExcellentExcellentExcellent713098.5