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Battlefield Blvd. over C&A Canal

Map

Coordinates:
+36.72061, -76.24005
36°43'14" N, 76°14'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Battlefield Blvd. over C&A Canal
Structure number:000000000027874
Location:0.30 TO 165 /0.94 TO 190
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:221.1 ft. [67.4 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Owner:City or Municipal Highway Agency [04]
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:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:35,599 [as of 2014]
Truck traffic:1% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:84.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood3559984.5
June 2015GoodVery GoodVery GoodVery Good3559984.5
June 2013GoodVery GoodVery GoodVery Good3500086.8
June 2011GoodVery GoodVery GoodVery Good3500086.8
May 2009GoodVery GoodVery GoodVery Good3500086.8
May 2007GoodVery GoodVery GoodVery Good3500086.8
May 2005GoodExcellentExcellentExcellent3500086.8
2000-----93.0