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SCHALKS STATION RD over AMTRAK-DEVIL BROOK

Map

Coordinates:
+40.34278, -74.58958
40°20'34" N, 74°35'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCHALKS STATION RD over AMTRAK-DEVIL BROOK
Structure number:1249161
Location:0.44 MILES NORTH OF CR614
Purpose:Carries highway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:102.0 ft. [31.1 m]
Total length:379.9 ft. [115.8 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:52°
Owner:Unknown [80]
Year built:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,410 [as of 2016]
Truck traffic:3% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances 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 minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:61.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$10,567,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairFairFairFair1041061.9
December 2016FairFairFairFair949062.1
January 2015FairFairFairFair949062.1
January 2013FairFairFairFair930062.2
February 2011FairFairFairFair977062.1
December 2008PoorPoorFairFair943660.1
December 2006PoorPoorFairFair907564.3
November 2004PoorPoorCriticalFair66302.0
November 2002FairVery GoodGoodFair663063.8
November 2000PoorFairFairPoor635042.3
November 1998PoorFairFairPoor635042.3
October 1998PoorSatisfactoryFairPoor629043.6
August 1996PoorSatisfactoryFairPoor610043.0
March 1994PoorFairFairPoor560040.3
September 1991PoorFairFairPoor560040.3
April 1991FairSatisfactorySatisfactorySatisfactory407674.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.76006001600
Steel Protective Coatingsq. ft.9,1202,4004,8001,9200
Deck
Reinforced Concrete Decksq. ft.10,75410,134601190
Wearing Surfacessq. ft.9,5009,25524500
Superstructure
Steel Floor Beamlinear ft.2,10002,10000
Steel Protective Coatingsq. ft.2,10002,10000
Substructure
Reinforced Concrete Columneach83050
Reinforced Concrete Abutmentlinear ft.1500141351
Joints
Assembly without Seal Jointlinear ft.8008000
Bearings
Movable Bearingeach80440
Fixed Bearingeach40400