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PAGE AVENUE over SIRT SOUTH SHORE, TIDAL

Map

Coordinates:
+40.51852, -74.23462
40°31'07" N, 74°14'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PAGE AVENUE over SIRT SOUTH SHORE, TIDAL
Structure number:000000002249269
Location:AT RICHMOND VALLEY
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:139.8 ft. [42.6 m]
Total length:525.0 ft. [160.0 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,222 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:91.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$20,924,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodExcellentVery Good1822291.3
September 2015GoodGoodExcellentVery Good1743491.4
September 2013GoodGoodExcellentVery Good1274892.1
August 2011GoodGoodExcellentVery Good1274892.1
August 2009GoodGoodExcellentVery Good1617291.6
October 2007GoodGoodExcellentVery Good1274892.1
October 2005GoodGoodExcellentVery Good1274893.1
October 2003GoodGoodExcellentVery Good1274893.1
July 2001GoodGoodVery GoodVery Good1274877.7
August 1999FairSatisfactoryVery GoodVery Good1274877.7
September 1997FairSatisfactoryGoodSatisfactory1274877.7
September 1995FairFairSatisfactoryFair1159565.2
June 1993FairFairSatisfactoryFair400067.0
September 1991FairSatisfactoryVery GoodSatisfactory400099.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,1203,120000
Steel Protective Coatingsq. ft.56,044056,04400
Deck
Reinforced Concrete Decksq. ft.30,420030,42000
Wearing Surfacessq. ft.24,012024,01200
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.116011600
Reinforced Concrete Pier Caplinear ft.174174000
Joints
Compression Jointlinear ft.116011600
Bearings
Movable Bearingeach24012120
Steel Protective Coatingsq. ft.4804800
Fixed Bearingeach60600
Steel Protective Coatingsq. ft.2402400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0441,044000
Steel Protective Coatingsq. ft.1,9581,958000
Reinforced Concrete Bridge Raillinear ft.1,0401,040000