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INTERSTATE 95 N.B. over POQUESSING CR & GRANT AV

Map

Coordinates:
+40.05511, -74.98454
40°03'18" N, 74°59'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 95 N.B. over POQUESSING CR & GRANT AV
Structure number:000000000038655
Old structure number:670095032424640 (from 1992 edition)
Location:NR.GRANT AV 3483D01
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:142.1 ft. [43.3 m]
Total length:280.9 ft. [85.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1981
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:60,049 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:58.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$340,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairFair6004958.4
March 2014FairFairFairFair6270858.2
March 2012FairFairFairFair6395558.1
April 2010FairFairSatisfactoryFair6439358.1
April 2008FairFairSatisfactoryFair6057758.4
April 2006FairFairSatisfactoryFair7019458.6
March 2004FairFairSatisfactoryFair6590853.9
February 2002PoorFairSatisfactoryPoor6742836.0
August 1999PoorFairSatisfactoryPoor5907036.0
September 1997PoorSatisfactorySatisfactoryPoor5126741.0
October 1995PoorFairSatisfactoryPoor5493939.3
February 1994PoorFairGoodPoor5319839.6
February 1992PoorFairVery GoodPoor5926538.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3921,488852520
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.14,95014,43851200
Wearing Surfacessq. ft.13,28812,83345500
Substructure
Reinforced Concrete Columneach85300
Reinforced Concrete Pier Walllinear ft.1381191810
Reinforced Concrete Abutmentlinear ft.134755360
Reinforced Concrete Pier Caplinear ft.1381181820
Joints
Assembly without Seal Jointlinear ft.7107001
Other Jointlinear ft.8888000
Bearings
Movable Bearingeach24014010
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach168008
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.604601120