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

Map

Coordinates:
+40.05540, -74.98471
40°03'19" N, 74°59'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 95 S.B. over POQUESSING CR & GRANT AV
Structure number:000000000038656
Old structure number:670095032523880 (from 1992 edition)
Location:NR.GRANT AVENUE 3483C02
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:142.1 ft. [43.3 m]
Total length:397.0 ft. [121.0 m]
Roadway width between curbs:44.9 ft. [13.7 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
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:57,977 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:92.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$379,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactorySatisfactorySatisfactory5797792.2
February 2014FairSatisfactorySatisfactorySatisfactory6054489.0
February 2012FairSatisfactorySatisfactoryFair6174877.4
February 2010PoorSatisfactorySatisfactoryPoor6135543.4
February 2008PoorSatisfactorySatisfactoryPoor7525341.9
February 2006PoorSatisfactorySatisfactoryPoor7100242.4
March 2004PoorSatisfactorySatisfactoryPoor6666741.0
February 2002PoorGoodSatisfactoryPoor6509441.4
August 1999PoorGoodSatisfactoryPoor6054760.4
September 1997FairSatisfactorySatisfactoryFair5407679.9
October 1995FairSatisfactorySatisfactoryFair5695978.9
February 1994FairGoodGoodSatisfactory6049190.3
February 1992GoodGoodVery GoodGood5926590.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9812,58140000
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.19,702019,70200
Substructure
Reinforced Concrete Columneach1111000
Reinforced Concrete Pier Walllinear ft.134134000
Reinforced Concrete Abutmentlinear ft.1391271020
Reinforced Concrete Pier Caplinear ft.188182510
Joints
Strip Seal Jointlinear ft.244000244
Bearings
Elastomeric Bearingeach3232000
Fixed Bearingeach2424000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.796793300