Bridge Statistics for Millville, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 600009,  Location: 0.25 M N OF RT 49 (Lat: 39.398061,  Lng: -75.043061),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 4,825 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,888 (year 2040),  Design Load: HS 20,  Features Intersected: MAURICE RIVER,  Facility Carried by Structure: BRANDRIFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 15.5m (50.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 60001,  Location: 0.6 MI NORTH OF RTE 49 (Lat: 39.403139,  Lng: -75.049481),  Route carried "on" structure: County highway 667,  Year Built: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,972 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,608 (year 2040),  Features Intersected: UNION LAKE DAM RACEWAY,  Facility Carried by Structure: SHARP ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600015,  Location: 3 M SE OF RT 555&670 INT (Lat: 39.332381,  Lng: -75.019661),  Route carried "on" structure: County highway 670,  Year Built: 2007,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 6,543 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,984 (year 2040),  Features Intersected: LAUREL LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.404,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 68.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 600049,  Location: 1.5M WEST OF RTE 55 (Lat: 39.438119,  Lng: -75.107931),  Route carried "on" structure: County highway 552,  Year Built: 1936,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,362 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,305 (year 2040),  Features Intersected: LEBANON BR OF MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.895,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 600054,  Location: .2 MI N OF N J ROUTE 49 (Lat: 39.400339,  Lng: -75.053519),  Route carried "on" structure: County highway 667,  Year Built: 1936,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 11,972 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,608 (year 2040),  Design Load: HS 20,  Features Intersected: MAURICE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: 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: July 2020,  Underwater Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 601152,  Location: 1.0 MI N OF NJ 55&47 JUNC (Lat: 39.342739,  Lng: -75.007139),  Route carried "on" structure: State highway 47,  Year Built: 1925,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 2,220 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,710 (year 2041),  Features Intersected: MANANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.339,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 66.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $3,967,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $5,266,000 ( Estimate for 2021),  Deck Structure Type: Open Grating

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Structure Number: 605151,  Location: .17 MILES WEST OF NJ 47 (Lat: 39.395281,  Lng: -75.040389),  Route carried "on" structure: State highway 49,  Year Built: 1971,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 21,145 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,375 (year 2041),  Design Load: HS 20,  Features Intersected: MAURICE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.307,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $5,068,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $7,956,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 60615,  Location: 1.2 MI EAST OF NJ 55 (Lat: 39.386400,  Lng: -74.989281),  Route carried "on" structure: State highway 49,  Year Built: 1929,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,850 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,420 (year 2041),  Design Load: HS 20,  Features Intersected: MANANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.893,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $251,000,  Total Project Cost: $298,000 ( Estimate for 2019)

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Structure Number: 60915,  Location: 3.1 MI S OF NJ 55 EXIT 24 (Lat: 39.348811,  Lng: -74.998781),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 1,380 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,656 (year 2042),  Design Load: HS 20,  Features Intersected: NJ ROUTE 55,  Facility Carried by Structure: SCHOONER LANDNG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609151,  Location: 2.8 MI SOUTH OF RTE 49 (Lat: 39.353069,  Lng: -75.001100),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 8,732 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,655 (year 2040),  Features Intersected: MENANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 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 or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 59.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 609152,  Location: 2.8 MI SOUTH OF RTE 49 (Lat: 39.352800,  Lng: -75.001511),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 11,133 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,637 (year 2040),  Features Intersected: MENANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 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: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Inventory Rating: 59.9 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 609153,  Location: 1.2 MILES S OF NJ 49 (Lat: 39.374361,  Lng: -75.007831),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 8,285 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,940 (year 2041),  Design Load: HS 20,  Features Intersected: W&W RR AND GORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.594,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609154,  Location: 1.2 MILES S. OF NJ 49 (Lat: 39.374761,  Lng: -75.008300),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 9,465 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,360 (year 2041),  Design Load: HS 20,  Features Intersected: W&W RR & GORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.594,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609155,  Location: AT NJ 55 EXIT 24 (Lat: 39.392269,  Lng: -75.010450),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 10,976 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,755 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.574,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 88.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609156,  Location: AT NJ 55 EXIT 24 (Lat: 39.392761,  Lng: -75.010961),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 10,976 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,755 (year 2040),  Design Load: HS 20,  Features Intersected: NJ ROUTE 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.574,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 88.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,749,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $2,100,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609157,  Location: 0.4 MI N OF NJ 55 EXIT 24 (Lat: 39.397861,  Lng: -75.012489),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,940 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,880 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NEWCOMBTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.218,  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: 1,  Length of Maximum Span: 29.3m (96.1ft),  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: 86.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609158,  Location: 0.4 MI N OF 55&49 JCT (Lat: 39.398061,  Lng: -75.012700),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 27,086 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,050 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LEAMINGS MILL RD(CR 684)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.218,  Lanes on structure: 3,  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: 1,  Length of Maximum Span: 29.3m (96.1ft),  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: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609159,  Location: 1.35 MI S OF EXIT 26 (Lat: 39.405689,  Lng: -75.015331),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 8,376 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,225 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MAYS LANDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.087,  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: 1,  Length of Maximum Span: 29.3m (96.1ft),  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: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy

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Structure Number: 60916,  Location: 1.94 MI NORTH OF NJ 49 (Lat: 39.405339,  Lng: -75.015339),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 9,485 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,380 (year 2041),  Design Load: HS 20,  Features Intersected: MAYS LANDING RD,552 SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.087,  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: 1,  Length of Maximum Span: 29.3m (96.1ft),  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: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609164,  Location: 0.91 MILES N OF RT 555 (Lat: 39.428439,  Lng: -75.039919),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 15,630 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,755 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.724,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,969,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $4,623,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609165,  Location: 0.91 MILES N OF RT 555 (Lat: 39.428000,  Lng: -75.039919),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 11,860 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,230 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.724,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 86.2 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,969,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $4,613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 60915,  Location: 3.1 MI S OF NJ 55 EXIT 24 (Lat: 39.348811,  Lng: -74.998781),  Route carried "under" structure: State highway 55,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 17,936 (year 2021),  Truck Traffic: 7%,  Features Intersected: NJ ROUTE 55,  Facility Carried by Structure: SCHOONER LANDNG RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 34.585,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 609153,  Location: 1.2 MILES S OF NJ 49 (Lat: 39.374361,  Lng: -75.007831),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 1%,  Features Intersected: W&W RR AND GORTON ROAD,  Facility Carried by Structure: NJ 55 NB
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 609154,  Location: 1.2 MILES S. OF NJ 49 (Lat: 39.374761,  Lng: -75.008300),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 1%,  Features Intersected: W&W RR & GORTON ROAD,  Facility Carried by Structure: NJ 55 SB
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 609155,  Location: AT NJ 55 EXIT 24 (Lat: 39.392269,  Lng: -75.010450),  Route carried "under" structure: State highway 49,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,950 (year 2016),  Truck Traffic: 4%,  Features Intersected: NJ 49,  Facility Carried by Structure: NJ 55 NB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 60.898,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 609156,  Location: AT NJ 55 EXIT 24 (Lat: 39.392761,  Lng: -75.010961),  Route carried "under" structure: State highway 49,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,288 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 49,  Facility Carried by Structure: NJ ROUTE 55 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 60.898,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 609157,  Location: 0.4 MI N OF NJ 55 EXIT 24 (Lat: 39.397861,  Lng: -75.012489),  Route carried "under" structure: County highway 684,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 785 (year 2022),  Truck Traffic: 1%,  Features Intersected: NEWCOMBTOWN ROAD,  Facility Carried by Structure: NJ ROUTE 55 NB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 609158,  Location: 0.4 MI N OF 55&49 JCT (Lat: 39.398061,  Lng: -75.012700),  Route carried "under" structure: County highway 684,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 562 (year 2019),  Truck Traffic: 2%,  Features Intersected: LEAMINGS MILL RD(CR 684),  Facility Carried by Structure: NJ 55 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.579,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 609159,  Location: 1.35 MI S OF EXIT 26 (Lat: 39.405689,  Lng: -75.015331),  Route carried "under" structure: Spur County highway 552,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,876 (year 2019),  Truck Traffic: 4%,  Features Intersected: MAYS LANDING ROAD,  Facility Carried by Structure: NJ 55 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 60916,  Location: 1.94 MI NORTH OF NJ 49 (Lat: 39.405339,  Lng: -75.015339),  Route carried "under" structure: Spur County highway 552,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,650 (year 2021),  Truck Traffic: 4%,  Features Intersected: MAYS LANDING RD,552 SPUR,  Facility Carried by Structure: NJ 55 SB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 609164,  Location: 0.91 MILES N OF RT 555 (Lat: 39.428439,  Lng: -75.039919),  Route carried "under" structure: State highway 47,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 40,425 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 47,  Facility Carried by Structure: NJ 55 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 68.349,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 609165,  Location: 0.91 MILES N OF RT 555 (Lat: 39.428000,  Lng: -75.039919),  Route carried "under" structure: State highway 47,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 40,425 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 47,  Facility Carried by Structure: NJ 55 SB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 68.397,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)