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

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Structure Number: 223151,  Location: 1.17 MI SO. of NJ46/US1&9 (Lat: 40.835339,  Lng: -73.990481),  Route carried "on" structure: State highway 63,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 22,581 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,553 (year 2041),  Features Intersected: NJ 5 & WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 58.1 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 corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Roadway Improvement Cost: $158,000,  Total Project Cost: $399,000 ( Estimate for 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: 700008,  Location: IN BRANCH BROOK PARK (Lat: 40.764431,  Lng: -74.179369),  Route carried "on" structure: Spur County highway 506,  Year Built: 1904,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 23,100 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,730 (year 2039),  Features Intersected: Park Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Roadway Improvement Cost: $554,000,  Total Project Cost: $734,000 ( Estimate for 2021)

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Structure Number: 700036,  Location: 160 FT. S.OF MILL STREET (Lat: 40.781219,  Lng: -74.154639),  Route carried "on" structure: County highway 667,  Year Built: 1903,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 14,269 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,408 (year 2040),  Features Intersected: SECOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.412,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 700039,  Location: 0.53 MI.S OF ORANGE AVE. (Lat: 40.736519,  Lng: -74.228569),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,679 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,048 (year 2040),  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: VALLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 700069,  Location: .5 MI.E. OF RTE.21 (Lat: 40.732619,  Lng: -74.155189),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 24,444 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,333 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Raymond Boulevard,  Facility Carried by Structure: Jackson Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  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: Satisfactory,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $27,000 ( Estimate for 2019),  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: 700076,  Location: 300 S OF TJNK OF ML ST (Lat: 40.785981,  Lng: -74.165031),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 10,475 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,779 (year 2040),  Features Intersected: SECOND RIVER,  Facility Carried by Structure: MILL ST&BRCH BK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 2.4m (7.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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

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Structure Number: 700077,  Location: .13 MI WEST OF CLIFTON AV (Lat: 40.753439,  Lng: -74.181139),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,756 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,142 (year 2040),  Features Intersected: FOOTPATH,  Facility Carried by Structure: BRANCH BROOK PK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 700078,  Location: IN BRANCHBROOK PARK (Lat: 40.752389,  Lng: -74.183300),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,734 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,115 (year 2040),  Design Load: HS 15,  Features Intersected: BRANCH BROOK PK LAKE,  Facility Carried by Structure: BRANCH BROOK PK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2018

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Structure Number: 700079,  Location: IN WEEQUAHIC PARK (Lat: 40.699761,  Lng: -74.211200),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 5,292 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,456 (year 2040),  Features Intersected: CONRAIL,  Facility Carried by Structure: WEEQUAHIC PARK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700101,  Location: IN BRANCH BROOK PARK (Lat: 40.757800,  Lng: -74.181811),  Route carried "on" structure: County highway 658,  Year Built: 1905,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 18,605 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,330 (year 2039),  Features Intersected: Park Rd & Branch Brook,  Facility Carried by Structure: Park Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.407,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 700H01,  Location: 0.2 MI NE I-280&NJ21 JCT (Lat: 40.751089,  Lng: -74.165819),  Route carried "on" structure: City street ,  Year Built: 1908,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 21,063 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,700 (year 2040),  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: CLAY STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Channel: Poor,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $136,000,  Total Project Cost: $979,000 ( Estimate for 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: 700H02,  Location: 1.2 MI SE I-280&NJ21 JCT (Lat: 40.734411,  Lng: -74.155169),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 14.23m (46.69ft),  Average Daily Traffic: 19,067 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,265 (year 2040),  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 22.3m (73.2ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.23m (46.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $720,000,  Total Project Cost: $720,000 ( Estimate for 2016),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700H03,  Location: 0.3 MI SE I-280&NJ21 JCT (Lat: 40.745139,  Lng: -74.166431),  Route carried "on" structure: County highway 508,  Year Built: 1913,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 10,395 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,683 (year 2040),  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 19.763,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 24.4m (80.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $1,345,000,  Total Project Cost: $1,815,000 ( Estimate for 2020),  Deck Structure Type: Open Grating

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Structure Number: 700N01,  Location: 2.1 MI NE I-280&NJ21 JCT (Lat: 40.778450,  Lng: -74.175200),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 16,529 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,168 (year 2040),  Features Intersected: CITY SUBWAY,  Facility Carried by Structure: HELLER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present 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

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Structure Number: 700N02,  Location: 1.4 MI NW I-280&NJ21 JCT (Lat: 40.765661,  Lng: -74.179869),  Route carried "on" structure: Spur County highway 506,  Year Built: 1932,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 21,033 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,664 (year 2040),  Features Intersected: CITY SUBWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.780,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700N03,  Location: 1.2 MI NW I-280&NJ21 JCT (Lat: 40.758531,  Lng: -74.185100),  Route carried "on" structure: County highway 658,  Year Built: 1932,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 18,787 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,923 (year 2040),  Features Intersected: CITY SUBWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.102,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 6.3m (20.7ft),  Right: 6.3m (20.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700N04,  Location: 1.0 MI W I-280&NJ21 JCT (Lat: 40.749081,  Lng: -74.186319),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,281 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,003 (year 2040),  Features Intersected: CITY SUBWAY,  Facility Carried by Structure: SUSSEX AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700N05,  Location: 1.0 MI SW I-280&NJ21 JCT (Lat: 40.747469,  Lng: -74.186211),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,683 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,493 (year 2040),  Features Intersected: CITY SUBWAY,  Facility Carried by Structure: DICKERSON & DURYEA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700N06,  Location: 1.0 MI SW I-280&NJ21 JCT (Lat: 40.746439,  Lng: -74.185411),  Route carried "on" structure: County highway 508,  Year Built: 1908,  Status: Posted for load,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 11,490 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,020 (year 2040),  Features Intersected: CITY SUBWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.657,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $6,654,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $14,807,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700N07,  Location: 0.8 MI SW I-280&NJ21 JCT (Lat: 40.745369,  Lng: -74.183250),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 10,454 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,756 (year 2040),  Features Intersected: CITY SUBWAY,  Facility Carried by Structure: NORFOLK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 12.1m (39.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700N08,  Location: 0.8 MI SW I-280&NJ21 JCT (Lat: 40.745200,  Lng: -74.182500),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,142 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,614 (year 2040),  Features Intersected: CITY SUBWAY,  Facility Carried by Structure: NEWARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700N09,  Location: 1.0 mi west of NJ 21 (Lat: 40.739819,  Lng: -74.179261),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 604 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 725 (year 2041),  Features Intersected: Raymond Boulevard,  Facility Carried by Structure: Summit Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.4 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $40,000 ( Estimate for 2021)

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Structure Number: 700N1,  Location: .24 mi N of RT 510 (Lat: 40.739431,  Lng: -74.177969),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 14,800 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,760 (year 2039),  Features Intersected: Raymond Boulevard,  Facility Carried by Structure: Dr. MLK Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Roadway Improvement Cost: $284,000,  Total Project Cost: $327,000 ( Estimate for 2019)

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Structure Number: 700N11,  Location: 1.1 Mi west of NJ Rt 21 (Lat: 40.740111,  Lng: -74.180111),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 602 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 722 (year 2041),  Features Intersected: Raymond Boulevard,  Facility Carried by Structure: Colden Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 70115,  Location: 1.4 MI S OF 1-9-22-21 Int (Lat: 40.688131,  Lng: -74.192281),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 12,793 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,352 (year 2040),  Features Intersected: US 1 & 9,  Facility Carried by Structure: McCLELLAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,388,000,  Roadway Improvement Cost: $490,000,  Total Project Cost: $7,604,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 701152,  Location: 0.4 MI S OF 1-9-21-22 Int (Lat: 40.702131,  Lng: -74.184761),  Route carried "on" structure: City street ,  Year Built: 1947,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 15,848 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,018 (year 2040),  Design Load: HS 20,  Features Intersected: US 1 & 9,  Facility Carried by Structure: HAYNES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 9,  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: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 63.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $802,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $1,257,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 701153,  Location: 1 MI W OF US1&9 & I78 JCT (Lat: 40.705789,  Lng: -74.181681),  Route carried "on" structure: US 1,  Year Built: 1970,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 125,457 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 150,548 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEDDIE DITCH
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 76.766,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 53.9m (176.8ft),  Out-to-Out Width: 89.0m (292.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 70315,  Location: 0.8 MI N OF 1-9-21-22 JCT (Lat: 40.709289,  Lng: -74.160919),  Route carried "on" structure: US 1,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 131,784 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 158,784 (year 2040),  Design Load: HS 20,  Features Intersected: I-78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.697,  Lanes on structure: 9,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 44.8m (147.0ft),  Out-to-Out Width: 48.3m (158.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.17m (43.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $1,563,000,  Total Project Cost: $1,797,000 ( Estimate for 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: 703151,  Location: 0.4 MI NORTH OF RTE 78 (Lat: 40.711219,  Lng: -74.157569),  Route carried "on" structure: US 1,  Year Built: 1948,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 50.14m (164.50ft),  Average Daily Traffic: 62,112 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 75,535 (year 2041),  Design Load: HS 20,  Features Intersected: OAK ISL RR YD, FRONT. RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.341,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 703152,  Location: 0.2 MI N I-78&US 1&9 JCT (Lat: 40.721981,  Lng: -74.147911),  Route carried "on" structure: US 1,  Year Built: 1999,  Status: Open,  Structure Length: 148.25m (486.38ft),  Average Daily Traffic: 135,751 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 165,642 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: OAK ISLAND RR YARD & STS
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 79.003,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 51,  Number Of Approach Spans: 5,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 703153,  Location: 0.6 MI NW I-78&US1&9 JCT (Lat: 40.718011,  Lng: -74.159900),  Route carried "on" structure: Alternate City street ,  Year Built: 1996,  Status: Open,  Structure Length: 24.02m (78.81ft),  Average Daily Traffic: 39,625 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,350 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL & WHEELER PT. RD,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.0 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 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: 703154,  Location: 1.9 MILES S OF NJTurnpike (Lat: 40.716731,  Lng: -74.151561),  Route carried "on" structure: US 1,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 44,609 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,531 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DELANCEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.743,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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,  Inspection Date: April 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: 703155,  Location: 1.8 MI S OF I-95 (Lat: 40.718111,  Lng: -74.150539),  Route carried "on" structure: US 1,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 59,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 59,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.936,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 703156,  Location: 1.5 MI S OF I-95 (Lat: 40.720831,  Lng: -74.148211),  Route carried "on" structure: US 1&9,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 44,609 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,531 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.322,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 703161,  Location: 0.984 MI South of I-95 (Lat: 40.726889,  Lng: -74.139031),  Route carried "on" structure: US 1,  Year Built: 1927,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 57,638 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,166 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL AND HAWKINS STRE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.385,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $9,000,  Total Project Cost: $10,000 ( Estimate for 2021),  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: 703168,  Location: 1.28 MILES S NJTurnpike (Lat: 40.723461,  Lng: -74.144619),  Route carried "on" structure: US 1,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 44,609 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,531 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MAGAZINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.709,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 703169,  Location: 1.38 MILES SOUTH OF I-95 (Lat: 40.723861,  Lng: -74.144719),  Route carried "on" structure: US 1,  Year Built: 1998,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 47,076 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,491 (year 2041),  Design Load: HS 20,  Features Intersected: MAGAZINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.709,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 70317,  Location: 1.1 MILES SOUTH OF I-95 (Lat: 40.724739,  Lng: -74.142311),  Route carried "on" structure: US 1,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 44,609 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,531 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SAINT CHARLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.982,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 703171,  Location: 1.21 MILES SOUTH OF I-95 (Lat: 40.725161,  Lng: -74.142461),  Route carried "on" structure: US 1,  Year Built: 1998,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 47,076 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,491 (year 2041),  Design Load: HS 20,  Features Intersected: ST. CHARLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.982,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing