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SR 0006 TR 6 over DELAWARE RIVER

Map

Coordinates:
+41.37108, -74.69781
41°22'16" N, 74°41'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0006 TR 6 over DELAWARE RIVER
Structure number:000000000029810
Old structure number:510006061020730 (from 1992 edition)
Location:MATAMORAS BORO @ JCT 1017
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:325.1 ft. [99.1 m]
Total length:659.2 ft. [200.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Open Grating [3]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,582 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:65.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201565.0FairFairFairSatisfactory-15582
June 201365.0FairFairFairSatisfactory-15571
June 201147.0PoorPoorPoorFairSD13006
June 200947.0PoorPoorPoorFairSD18195
July 200749.0PoorFairPoorFairSD17602
September 200649.0PoorFairPoorFairSD16593
October 200545.0PoorSeriousPoorFairSD16593
September 200449.0PoorFairPoorFairSD16478
August 200352.0PoorFairPoorFairSD16155
July 200268.0FairFairFairFair-15761
August 200168.0FairFairFairFair-15573
November 199972.7FairFairFairFair-8417
February 199873.1FairFairSatisfactoryFair-8004

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Stringerlinear ft.7,7887,00878000
Steel Protective Coatingsq. ft.21,50621,506000
Steel Trusslinear ft.1,2981,298000
Steel Protective Coatingsq. ft.21,50621,506000
Steel Floor Beamlinear ft.1,1641,1402400
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Reinforced Concrete Pier Walllinear ft.6516220
Reinforced Concrete Abutmentlinear ft.214212200
Deck
Open Grid Decksq. ft.28,978028,97800
Steel Protective Coatingsq. ft.21,50621,506000
Joints
Open Jointlinear ft.9292000
Other Jointlinear ft.4646000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,3181,318000
Steel Protective Coatingsq. ft.21,50621,506000