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

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Structure Number: 3E1002,  Location: 0.1 M. E. of Hogback Rd. (Lat: 40.167361,  Lng: -74.677500),  Route carried "on" structure: Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 2,470 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,015 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROSSWICKS CREEK,  Facility Carried by Structure: GROVEVILLE 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),  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 14.0m (45.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal 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: September 2020,  Underwater Inspection Date: August 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: 3F2038,  Location: 0.39 MI E NJTP (Lat: 40.154361,  Lng: -74.655339),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 3,412 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,094 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB CROSSWICKS CREEK,  Facility Carried by Structure: WARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.879,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 19.5m (64.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 54.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 3F228,  Location: 0.39MI S.OF JCT.CO.RT.528 (Lat: 40.109711,  Lng: -74.641739),  Route carried "on" structure: Other road ,  Year Built: 1928,  Year Reconstructed: 1939,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,620 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,544 (year 2041),  Features Intersected: BLACKS CREEK,  Facility Carried by Structure: GEO'TOWN-C'FIELDRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,497,000 ( Estimate for 2021)

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Structure Number: 3F232,  Location: 300 FT. N. OF STELLE RD. (Lat: 40.106831,  Lng: -74.631089),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,380 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,685 (year 2040),  Design Load: HS 20,  Features Intersected: BLACKS CREEK,  Facility Carried by Structure: WRIGHTSTOWN-SYKESV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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 desirable criteria,  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: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1100029,  Location: 0.5 mile South of CR 524 (Lat: 40.165211,  Lng: -74.646900),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,645 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,665 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DOCTORS CREEK,  Facility Carried by Structure: CROSSWICK HAM SQ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.619,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 62.6 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: Febuary 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: 1106703,  Location: 1 Mile South of CR 524 (Lat: 40.155550,  Lng: -74.647839),  Route carried "on" structure: County highway 672,  Year Built: 1980,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 4,640 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,660 (year 2041),  Design Load: HS 20,  Features Intersected: CROSSWICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  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: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater 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: 1106704,  Location: 0.6 mi South of Sawmill R (Lat: 40.141531,  Lng: -74.616319),  Route carried "on" structure: City street ,  Year Built: 1868,  Year Reconstructed: 2013,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,918 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,501 (year 2041),  Features Intersected: CROSSWICKS CREEK,  Facility Carried by Structure: IRON BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: March 2019,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,013,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $4,572,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: 1106729,  Location: .5 MI S OF CR 524 (Lat: 40.166169,  Lng: -74.627189),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,140 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,568 (year 2041),  Design Load: HL 93,  Features Intersected: DOCTOR'S CREEK,  Facility Carried by Structure: TATTLETOWN 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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 53.1 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: 40.8 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: Equal to present desirable criteria,  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,  Inspection Date: March 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: 2003025,  Location: NEAR HOLLY STREET (Lat: 40.657531,  Lng: -74.308561),  Route carried "on" structure: City street ,  Year Built: 1913,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,081 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,540 (year 2040),  Features Intersected: RAHWAY RIVER,  Facility Carried by Structure: EASTMAN STREET
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: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: M05638R,  Location: 2.6 MI North of Exit 7 (Lat: 40.154553,  Lng: -74.662239),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 3,447 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,206 (year 2040),  Design Load: HL 93,  Features Intersected: Turnpike Mainline,  Facility Carried by Structure: Ward Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 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: 41.1 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: M05692,  Location: 3.5 MI SOUTH OF EXIT 7A (Lat: 40.159897,  Lng: -74.655467),  Route carried "on" structure: Other road 95,  Year Built: 1951,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 56,327 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 68,729 (year 2040),  Design Load: HS 20,  Features Intersected: CROSSWICKS CR & U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.604,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.9m (124.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.1 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: 23.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $23,000 ( Estimate for 2016),  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: M05710R,  Location: 2.9 MI SOUTH OF INT 7 (Lat: 40.161939,  Lng: -74.652936),  Route carried "on" structure: County highway 672,  Year Built: 2014,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 6,124 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,472 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.6 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: 47.3 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: M05746,  Location: 3 MI SOUTH OF EXIT 7A (Lat: 40.165361,  Lng: -74.647778),  Route carried "on" structure: Other road 95,  Year Built: 1950,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 63,412 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 77,375 (year 2040),  Design Load: HS 20,  Features Intersected: DOCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.473,  Lanes on structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 86.5 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: 66.7 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: 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 2020

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Structure Number: M05746S,  Location: 3 MI SOUTH OF EXIT 7A (Lat: 40.166050,  Lng: -74.648478),  Route carried "on" structure: Other road 95,  Year Built: 2013,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 29,108 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,517 (year 2040),  Design Load: HL 93,  Features Intersected: Doctors's Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.505,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.2 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: 47.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: M05755,  Location: 2.8 MI SOUTH OF EXIT 7A (Lat: 40.166736,  Lng: -74.647206),  Route carried "on" structure: Other road 95,  Year Built: 1951,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 142,056 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 173,336 (year 2040),  Design Load: HS 20,  Features Intersected: X'WICKS-HAMILTON SQ RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.618,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 47.0m (154.2ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 34.7 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: 26.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M05755N,  Location: 2.8 MI SOUTH OF EXIT 7A (Lat: 40.166003,  Lng: -74.647150),  Route carried "on" structure: Other road 95,  Year Built: 2013,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 28,352 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,594 (year 2040),  Design Load: HL 93,  Features Intersected: Crosswicks-Hamilton Sq.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.505,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.5 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: 58.3 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: M05755S,  Location: 2.8 MI SOUTH OF EXIT 7a (Lat: 40.167356,  Lng: -74.646792),  Route carried "on" structure: Other road 95,  Year Built: 2013,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 29,108 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,517 (year 2040),  Design Load: HL 93,  Features Intersected: Crosswick-Hamilton Sq Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.618,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 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: 48.3 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: M05778,  Location: Service Area 6S (Lat: 40.169075,  Lng: -74.644261),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 5,706 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,962 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: SA 6S Ramp SASI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.036,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 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: 48.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 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: M05795,  Location: Service Area 6N (Lat: 40.170094,  Lng: -74.641047),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2014,  Status: Open,  Structure Length: 14.66m (48.10ft),  Average Daily Traffic: 5,558 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,782 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Ramp SISA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.310,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.9 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: 46.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 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: M05810R,  Location: 1.9 MI SOUTH OF INT 7A (Lat: 40.171778,  Lng: -74.639231),  Route carried "on" structure: County highway 524,  Year Built: 2013,  Status: Open,  Structure Length: 20.27m (66.50ft),  Average Daily Traffic: 5,358 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,538 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Yardville-A'Town
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.067,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.2 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: 37.9 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: M05638R,  Location: 2.6 MI North of Exit 7 (Lat: 40.154553,  Lng: -74.662239),  Route carried "under" structure: Interstate 95,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 114,821 (year 2020),  Truck Traffic: 13%,  Features Intersected: Turnpike Mainline,  Facility Carried by Structure: Ward Ave
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 17.751,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: M05692,  Location: 3.5 MI SOUTH OF EXIT 7A (Lat: 40.159897,  Lng: -74.655467),  Route carried "under" structure: Ramp Other road 95,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 257 (year 2020),  Truck Traffic: 1%,  Features Intersected: CROSSWICKS CR & U-TURN
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 91.604,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: M05710R,  Location: 2.9 MI SOUTH OF INT 7 (Lat: 40.161939,  Lng: -74.652936),  Route carried "under" structure: Other road 95,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 143,476 (year 2020),  Truck Traffic: 9%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: S Broad St, CR 672
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 18.910,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: M05755,  Location: 2.8 MI SOUTH OF EXIT 7A (Lat: 40.166736,  Lng: -74.647206),  Route carried "under" structure: City street ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 9,013 (year 2020),  Truck Traffic: 3%,  Features Intersected: X'WICKS-HAMILTON SQ RD,  Facility Carried by Structure: NJ TPK (I-95)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 4.490,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: M05755N,  Location: 2.8 MI SOUTH OF EXIT 7A (Lat: 40.166003,  Lng: -74.647150),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 4,510 (year 2020),  Truck Traffic: 1%,  Features Intersected: Crosswicks-Hamilton Sq.,  Facility Carried by Structure: NJTPK (I-95)
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 4.474,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: M05755S,  Location: 2.8 MI SOUTH OF EXIT 7a (Lat: 40.167356,  Lng: -74.646792),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 4,510 (year 2020),  Truck Traffic: 1%,  Features Intersected: Crosswick-Hamilton Sq Rd,  Facility Carried by Structure: NJTPK (I-95)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 4.474,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: M05778,  Location: Service Area 6S (Lat: 40.169075,  Lng: -74.644261),  Route carried "under" structure: Interstate 95,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 27,517 (year 2020),  Truck Traffic: 15%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: SA 6S Ramp SASI
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 20.036,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: M05795,  Location: Service Area 6N (Lat: 40.170094,  Lng: -74.641047),  Route carried "under" structure: Interstate 95,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 27,792 (year 2020),  Truck Traffic: 14%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Ramp SISA
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 20.310,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.8m (183.1ft)

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Structure Number: M05810R,  Location: 1.9 MI SOUTH OF INT 7A (Lat: 40.171778,  Lng: -74.639231),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 11,642 (year 2020),  Truck Traffic: 9%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Yardville-A'Town
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 20.487,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: M05810R,  Location: 1.9 MI SOUTH OF INT 7A (Lat: 40.171778,  Lng: -74.639231),  Route carried "under" structure: Interstate 95,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 140,649 (year 2020),  Truck Traffic: 9%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Yardville-A'Town
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 20.487,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: M05810R,  Location: 1.9 MI SOUTH OF INT 7A (Lat: 40.171778,  Lng: -74.639231),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 11,340 (year 2020),  Truck Traffic: 9%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Yardville-A'Town
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 20.487,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)