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Bridge Statistics for Vineland, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Vineland, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 44 Total length: 152 meters (499ft) Total costs: $3,255,000 Total average daily traffic: 582,049 Total average daily truck traffic: 26,790 National Bridge Inventory (NBI) Registered Bridges for Vineland
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 600011, Location: 0.5 MI WEST OF RTE 55 (Lat: 39.448056, Lng: -75.072500), Route carried "on" structure: County highway 552, Year Built: 1987, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 12,657 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 15,188 (year 2026), Design Load: HS 20+Mod, Features Intersected: MAURICE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.194, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 600012, Location: 0.5 MI WEST OF RT 716 (Lat: 39.453333, Lng: -74.956667), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,768 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,122 (year 2026), Features Intersected: PANTHER BRANCH, Facility Carried by Structure: DANTE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 600014, Location: 2 MI NW OF RT 47 (Lat: 39.495000, Lng: -75.076667), Route carried "on" structure: County highway 540, Year Built: 1933, Year Reconstructed: 2002, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,188 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 7,426 (year 2026), Features Intersected: MAURICE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.533, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 600035, Location: .2 MI W NJ RTE 55 (Lat: 39.521944, Lng: -75.072778), Route carried "on" structure: County highway 674, Year Built: 1970, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 6,967 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 8,360 (year 2026), Design Load: HS 20+Mod, Features Intersected: MAURICE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $9,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 600036, Location: .3 MILE S OF LANDIS AVE (Lat: 39.483611, Lng: -75.061667), Route carried "on" structure: City street , Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 642 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 771 (year 2026), Features Intersected: LITTLE ROBIN BRANCH, Facility Carried by Structure: MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 600038, Location: .5 MI N OF CR 540 (Lat: 39.512778, Lng: -75.059444), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,548 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,058 (year 2026), Design Load: HS 20+Mod, Features Intersected: BLACKWATER BRANCH, Facility Carried by Structure: NORTH MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 600039, Location: 0.2 MILE WEST OF NJ RT 55 (Lat: 39.505556, Lng: -75.072222), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 636 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 763 (year 2026), Design Load: HS 25, Features Intersected: BLACKWATER BRANCH, Facility Carried by Structure: MAURICE RIVER PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 600056, Location: 1.7 MILES N OF LANDIS AVE (Lat: 39.530000, Lng: -75.058056), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,358 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 5,230 (year 2026), Design Load: HS 20+Mod, Features Intersected: BURNT MILL BRANCH, Facility Carried by Structure: NORTH MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 609161, Location: 0.90 M E OF RTS 55&47 JCT (Lat: 39.422833, Lng: -75.025111), Route carried "on" structure: County highway 555, Year Built: 1968, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 12,800 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 17,280 (year 2027), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.425, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,455,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 609162, Location: 0.4 MI SOUTH OF RTE 47 (Lat: 39.426694, Lng: -75.031917), Route carried "on" structure: State highway 55, Year Built: 1968, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 10,260 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13,850 (year 2027), Design Load: HS 20, Features Intersected: CONRAIL & SW BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.016, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 609163, Location: 0.43 MI S OF RTS 55&47JCT (Lat: 39.426417, Lng: -75.032056), Route carried "on" structure: State highway 55, Year Built: 1968, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 10,260 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13,850 (year 2027), Design Load: HS 20, Features Intersected: SW BVD&CONRAIL(MILLV BR) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.016, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 61015, Location: 1.9 MI NW OF RT55&47 JCT (Lat: 39.447683, Lng: -75.064383), Route carried "on" structure: County highway 552, Year Built: 1970, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 12,886 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 15,463 (year 2026), Design Load: HS 20+Mod, Features Intersected: ROUTE NJ 55, Facility Carried by Structure: SHERMAN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.903, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610151, Location: 0.5 MI N OF RT55&552 JCT (Lat: 39.455083, Lng: -75.068433), Route carried "on" structure: State highway 55, Year Built: 1971, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 18,758 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,510 (year 2026), Design Load: HS 20, Features Intersected: PARVINS BR.OF MAURICE RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.811, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 610152, Location: 0.5 MI N OF RT55&552 JCT (Lat: 39.454917, Lng: -75.068750), Route carried "on" structure: State highway 55, Year Built: 1971, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,089 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 15,707 (year 2026), Design Load: HS 20+Mod, Features Intersected: PARVINS BR. MAURICE RIV. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.811, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 610155, Location: 5.5 MI NORTH OF RTE 47 (Lat: 39.474700, Lng: -75.075417), Route carried "on" structure: State highway 55, Year Built: 1973, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,758 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,510 (year 2026), Design Load: HS 20+Mod, Features Intersected: Little Robin Brnc of Mau Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.901, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610156, Location: 5.5 MI NORTH OF RTE 47 (Lat: 39.482033, Lng: -75.072467), Route carried "on" structure: State highway 55, Year Built: 1973, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,758 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,510 (year 2026), Design Load: HS 20+Mod, Features Intersected: Little Robin Br-Maurice Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.901, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610157, Location: 1.5 MI W OF RT47 CIRCLE (Lat: 39.488194, Lng: -75.755167), Route carried "on" structure: State highway 56, Year Built: 1970, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 14,980 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 20,220 (year 2027), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,405,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610158, Location: 0.26 M N OF RT56&55 JCT. (Lat: 39.491750, Lng: -75.070556), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 18,950 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 25,580 (year 2027), Design Load: HS 20+Mod, Features Intersected: CONRAIL-SOUTHERNDIVISION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.012, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610159, Location: 0.25 M N OF RT622&55 JCT (Lat: 39.491694, Lng: -75.071083), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 18,950 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 25,580 (year 2027), Design Load: HS 20+Mod, Features Intersected: CONRAIL-SOUTHERNDIVISION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.012, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 61016, Location: 0.5 MI N OF RT56&55 JCT (Lat: 39.495317, Lng: -75.070100), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 18,758 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,510 (year 2026), Design Load: HS 20+Mod, Features Intersected: ALMOND ROAD(CO RT 540) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.414, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610161, Location: 0.5 MI N OF RT622&55 JCT (Lat: 39.495000, Lng: -75.071667), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 18,590 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 25,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: ALMOND RD (CO RT 540) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.414, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610162, Location: 2 MI N OF RT55&622 JCT (Lat: 39.504617, Lng: -75.069450), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 18,578 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,510 (year 2026), Design Load: HS 20+Mod, Features Intersected: OAK ROAD (CO RT 681) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.444, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610163, Location: 1.2 MI S OF RT 55 EXIT 35 (Lat: 39.504722, Lng: -75.070000), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 18,758 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,510 (year 2026), Design Load: HS 20+Mod, Features Intersected: OAK ROAD (CO. 681) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.444, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610164, Location: 5.2 MI SOUTH OF RTE 40 (Lat: 39.508333, Lng: -75.068333), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 11,730 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,310 (year 2024), Design Load: HS 20+Mod, Features Intersected: BRANCH OF MAURICE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610165, Location: 5.2 MI SOUTH OF RTE 40 (Lat: 39.508333, Lng: -75.068333), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 14,855 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 20,700 (year 2026), Design Load: HS 20+Mod, Features Intersected: BLACK WATER BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610166, Location: AT NJ.55,EXIT 35 (Lat: 39.521667, Lng: -75.070000), Route carried "on" structure: County highway 674, Year Built: 1972, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,970 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 8,365 (year 2026), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $60,000, Total Project Cost: $385,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610167, Location: 3.9 MILES SOUTH OF RT 40 (Lat: 39.530000, Lng: -75.060000), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 24,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: BRANCH OF MAURICE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610168, Location: 3.9 MILES SOUTH OF RT 40 (Lat: 39.527778, Lng: -75.066944), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 42,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: MANAWAY BR MAURICE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610169, Location: 1.87 MI N OF NJ 55 EXT 35 (Lat: 39.546667, Lng: -75.056667), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 20,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WEYMOUTH RD (CR.690) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.337, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 61017, Location: 1.86 M.N.OF NJ 55 EXIT-35 (Lat: 39.547433, Lng: -75.059183), Route carried "on" structure: State highway 55, Year Built: 1972, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 16,426 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 19,711 (year 2026), Design Load: HS 20+Mod, Features Intersected: WEYMOUTH RD (CR 690) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.337, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610171, Location: 1.0 MILE SOUTH OF RT 40 (Lat: 39.566667, Lng: -75.063333), Route carried "on" structure: State highway 55, Year Built: 1973, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 14,410 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 17,292 (year 2026), Design Load: HS 20+Mod, Features Intersected: SCOTLAND RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 610172, Location: 1.0 MILE SOUTH OF RT 40 (Lat: 39.566667, Lng: -75.063333), Route carried "on" structure: State highway 55, Year Built: 1973, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 23,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 27,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: SCOTLAND RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 609161, Location: 0.90 M E OF RTS 55&47 JCT (Lat: 39.422833, Lng: -75.025111), Route carried "under" structure: State highway 55, Year Built: 1968, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 20,520 (year 2007), Truck Traffic: 5%, Features Intersected: NJ ROUTE 55 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 43.259, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 609162, Location: 0.4 MI SOUTH OF RTE 47 (Lat: 39.426694, Lng: -75.031917), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 220 (year 2007), Truck Traffic: 1%, Features Intersected: CONRAIL & SW BLVD, Facility Carried by Structure: NJ ROUTE 55 NB Minimum Vertical Clearance: 7.65m (25.10ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 609163, Location: 0.43 MI S OF RTS 55&47JCT (Lat: 39.426417, Lng: -75.032056), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 220 (year 2007), Truck Traffic: 1%, Features Intersected: SW BVD&CONRAIL(MILLV BR), Facility Carried by Structure: NJ ROUTE 55 SB Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 61015, Location: 1.9 MI NW OF RT55&47 JCT (Lat: 39.447683, Lng: -75.064383), Route carried "under" structure: State highway 55, Year Built: 1970, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 26,177 (year 2006), Truck Traffic: 5%, Features Intersected: ROUTE NJ 55, Facility Carried by Structure: SHERMAN AVENUE Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 47.878, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: 610157, Location: 1.5 MI W OF RT47 CIRCLE (Lat: 39.488194, Lng: -75.755167), Route carried "under" structure: State highway 55, Year Built: 1970, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 37,900 (year 2007), Truck Traffic: 5%, Features Intersected: NJ ROUTE 55, Facility Carried by Structure: NJ RT56(LANDIS AV) Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 52.609, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft) Find on map >>
Structure Number: 61016, Location: 0.5 MI N OF RT56&55 JCT (Lat: 39.495317, Lng: -75.070100), Route carried "under" structure: County highway 540, Year Built: 1972, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 12,474 (year 2006), Truck Traffic: 3%, Features Intersected: ALMOND ROAD(CO RT 540), Facility Carried by Structure: ROUTE NJ 55 NB Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 51.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 610161, Location: 0.5 MI N OF RT622&55 JCT (Lat: 39.495000, Lng: -75.071667), Route carried "under" structure: County highway 540, Year Built: 1972, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 5,100 (year 2004), Truck Traffic: 3%, Features Intersected: ALMOND RD (CO RT 540), Facility Carried by Structure: NJ ROUTE 55 SB Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 51.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 610162, Location: 2 MI N OF RT55&622 JCT (Lat: 39.504617, Lng: -75.069450), Route carried "under" structure: County highway 681, Year Built: 1972, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,306 (year 2006), Truck Traffic: 1%, Features Intersected: OAK ROAD (CO RT 681), Facility Carried by Structure: ROUTE NJ 55 NB Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 610163, Location: 1.2 MI S OF RT 55 EXIT 35 (Lat: 39.504722, Lng: -75.070000), Route carried "under" structure: County highway 681, Year Built: 1972, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,307 (year 2006), Truck Traffic: 1%, Features Intersected: OAK ROAD (CO. 681), Facility Carried by Structure: ROUTE 55 SB Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 610166, Location: AT NJ.55,EXIT 35 (Lat: 39.521667, Lng: -75.070000), Route carried "under" structure: State highway 55, Year Built: 1972, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 32,850 (year 2006), Truck Traffic: 5%, Features Intersected: NJ ROUTE 55, Facility Carried by Structure: GARDEN RD(CR 674) Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 56.343, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 610169, Location: 1.87 MI N OF NJ 55 EXT 35 (Lat: 39.546667, Lng: -75.056667), Route carried "under" structure: County highway 690, Year Built: 1972, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,500 (year 2006), Truck Traffic: 2%, Features Intersected: WEYMOUTH RD (CR.690), Facility Carried by Structure: ROUTE 55 NB Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.062, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 61017, Location: 1.86 M.N.OF NJ 55 EXIT-35 (Lat: 39.547433, Lng: -75.059183), Route carried "under" structure: County highway 690, Year Built: 1972, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 4,987 (year 2006), Truck Traffic: 3%, Features Intersected: WEYMOUTH RD (CR 690), Facility Carried by Structure: ROUTE NJ 55 SB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.103, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Discuss this city on our hugely popular New Jersey forum Back to: Vineland, NJ, New Jersey, All US cities.
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