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

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Structure Number: 122B127,  Location: 0.15 miles south of CR665 (Lat: 40.540619,  Lng: -74.438381),  Route carried "on" structure: County highway 609,  Year Built: 1979,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 26,338 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,138 (year 2041),  Design Load: H 20,  Features Intersected: LAKE NELSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.295,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 122B129,  Location: 0.5 MI. N. OF METLARS LA (Lat: 40.539469,  Lng: -74.452969),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 26,023 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,753 (year 2041),  Features Intersected: AMBROSE BROOK,  Facility Carried by Structure: S.RANDOLPHVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $436,000 ( Estimate for 2021)

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Structure Number: 122B133,  Location: 0.67 miles east of SR 18 (Lat: 40.547231,  Lng: -74.464239),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 7,917 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,501 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: AMBROSE BROOK,  Facility Carried by Structure: SIDNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 122B174,  Location: 0.6MI. SOUTH OF RT.287 (Lat: 40.548561,  Lng: -74.475719),  Route carried "on" structure: State highway 18,  Year Built: 1980,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 23,577 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,769 (year 2041),  Features Intersected: AMBROSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.122,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: Low Slump Concrete

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Structure Number: 122B24,  Location: 0.25 MI. S. OF INTER. 287 (Lat: 40.551719,  Lng: -74.480431),  Route carried "on" structure: State highway 18,  Year Built: 1966,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 23,789 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,027 (year 2041),  Design Load: HS 20,  Features Intersected: AMBROSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.766,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to 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: Bituminous

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Structure Number: 122B501,  Location: 0.2 MI.S.OF MORRIS AVENUE (Lat: 40.532731,  Lng: -74.452861),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 760 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 912 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO AMBROSE BROOK,  Facility Carried by Structure: BUCKINGHAM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: April 2021

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Structure Number: 1231162,  Location: I-287 (EXIT 7) (Lat: 40.556850,  Lng: -74.462131),  Route carried "on" structure: Interstate 287,  Year Built: 1961,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 62,215 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,700 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH RANDOLPHVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.700,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,984,000,  Roadway Improvement Cost: $493,000,  Total Project Cost: $7,949,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1231163,  Location: AT I-287 EXIT-7 (Lat: 40.556339,  Lng: -74.462050),  Route carried "on" structure: Interstate 287,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 56,010 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 83,455 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: S RANDOLPHVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.700,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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 desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $29,000,  Total Project Cost: $61,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1231164,  Location: 1.01 MI. S. OF CR 665 (Lat: 40.556481,  Lng: -74.471061),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 1,898 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,316 (year 2040),  Design Load: HS 20,  Features Intersected: I-287,  Facility Carried by Structure: OLD NEW BRUNSWICK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 1237161,  Location: 0.41m N of River Rd Jctn (Lat: 40.516800,  Lng: -74.454711),  Route carried "on" structure: State highway 18,  Year Built: 2004,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 23,932 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,202 (year 2041),  Design Load: HL 93,  Features Intersected: Campus Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.262,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.0m (108.3ft),  Skew: 30 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-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  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: 1237162,  Location: 0.71 N. of Campus Road (Lat: 40.525489,  Lng: -74.452269),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 10,610 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,958 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NJ 18,  Facility Carried by Structure: DAVIDSON ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.6m (18.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1231162,  Location: I-287 (EXIT 7) (Lat: 40.556850,  Lng: -74.462131),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 22,865 (year 2020),  Truck Traffic: 3%,  Features Intersected: SOUTH RANDOLPHVILLE RD,  Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.251,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1231163,  Location: AT I-287 EXIT-7 (Lat: 40.556339,  Lng: -74.462050),  Route carried "under" structure: County highway 674,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 28,371 (year 2020),  Truck Traffic: 3%,  Features Intersected: S RANDOLPHVILLE ROAD,  Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 3.203,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1231164,  Location: 1.01 MI. S. OF CR 665 (Lat: 40.556481,  Lng: -74.471061),  Route carried "under" structure: Interstate 287,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 118,645 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-287,  Facility Carried by Structure: OLD NEW BRUNSWICK
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.408,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1237161,  Location: 0.41m N of River Rd Jctn (Lat: 40.516800,  Lng: -74.454711),  Route carried "under" structure: Ramp Other road ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,316 (year 2021),  Truck Traffic: 3%,  Features Intersected: Campus Road,  Facility Carried by Structure: NJ 18
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 1237162,  Location: 0.71 N. of Campus Road (Lat: 40.525489,  Lng: -74.452269),  Route carried "under" structure: State highway 18,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 47,745 (year 2018),  Truck Traffic: 5%,  Features Intersected: NJ 18,  Facility Carried by Structure: DAVIDSON ROAD
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 72.404,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)