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BELL BOULEVARD over LIRR PORT WASH BR

Map

Coordinates:
+40.76317, -73.77075
40°45'47" N, 73°46'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BELL BOULEVARD over LIRR PORT WASH BR
Structure number:000000002247140
Location:AT BAYSIDE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.8 ft. [15.8 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,930 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,990,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodGood1093094.5
October 2015GoodGoodVery GoodGood1138594.4
September 2013GoodGoodVery GoodGood1138594.4
September 2011GoodGoodExcellentGood1701194.2
September 2009GoodGoodExcellentGood1467194.3
October 2007GoodGoodExcellentGood1467194.3
June 2005GoodVery GoodVery GoodGood1701194.2
June 2003GoodVery GoodExcellentGood1701194.2
July 2001GoodVery GoodExcellentGood1701198.2
May 1999GoodVery GoodExcellentGood1701198.2
August 1997FairSatisfactoryVery GoodGood1190097.8
September 1995FairFairVery GoodSatisfactory1190096.3
November 1993FairSatisfactoryVery GoodSatisfactory1190091.8
November 1991FairSatisfactoryVery GoodSatisfactory1190090.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.52031420420
Deck
Reinforced Concrete Decksq. ft.4,3202,7208008000
Wearing Surfacessq. ft.2,9162,61630000
Substructure
Reinforced Concrete Abutmentlinear ft.160016000
Joints
Compression Jointlinear ft.1640014915
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.104010400