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FALL HILL AVENUE over OLD RAPPAHANNOCK CANAL

Map

Coordinates:
+38.30829, -77.46690
38°18'30" N, 77°28'01" 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 2016

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]
Inventory rating:59.4 tons [54.0 metric tons]
Sufficiency rating:97.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201697.8GoodGoodGoodGood-1981
February 201496.3GoodGoodGoodGood-7130
February 201296.3GoodGoodGoodGood-7130
March 201096.3GoodGoodGoodGood-7130
April 200896.3GoodGoodGoodGood-7130
May 200696.3GoodGoodGoodGood-7130
July 200496.3GoodGoodGoodGood-7130
July 200296.3GoodGoodGoodGood-7130
June 200096.3GoodGoodGoodGood-7130
July 199896.3GoodGoodGoodGood-7130
February 199796.3GoodGoodVery GoodVery Good-7130
September 199498.5GoodVery GoodVery GoodVery Good-7130
August 199298.5GoodVery GoodExcellentVery Good-7130
July 199098.5GoodExcellentExcellentExcellent-7130