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

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Structure Number: 180115,  Location: 1 MI WEST OF RT 28 JCT (Lat: 40.598331,  Lng: -74.678331),  Route carried "on" structure: US 22,  Year Built: 1942,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 23,770 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,420 (year 2040),  Design Load: HL 93,  Features Intersected: STATION ROAD (CR.679)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.359,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 61.2 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: 43.4 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,  Deck Geometry: Equal 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: 1801151,  Location: 1MI WEST OF RT 28 JCT (Lat: 40.598331,  Lng: -74.678331),  Route carried "on" structure: US 22,  Year Built: 1941,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 19,685 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,535 (year 2040),  Design Load: HL 93,  Features Intersected: STATION ROAD (CO.679)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.359,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.2 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: 43.4 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,  Deck Geometry: Equal 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

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Structure Number: 1801153,  Location: .75 MI WEST OF NJ 28 (Lat: 40.597089,  Lng: -74.676369),  Route carried "on" structure: US 22,  Year Built: 1942,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 16,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,200 (year 2040),  Features Intersected: N BR OF RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.632,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.07m (19.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Total Project Cost: $576,000 ( Estimate for 2020)

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Structure Number: 1801154,  Location: 0.73 MI W OF NJ 28 (Lat: 40.597231,  Lng: -74.675631),  Route carried "on" structure: US 22,  Year Built: 1942,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 16,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,300 (year 2041),  Features Intersected: N BR. RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.632,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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,  Length Of Structure Improvement: 6.07m (19.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Total Project Cost: $845,000 ( Estimate for 2021)

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Structure Number: 1801156,  Location: 2.5MI WEST OF US 202&206 (Lat: 40.593831,  Lng: -74.662461),  Route carried "on" structure: US 22,  Year Built: 1949,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 22,950 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,003 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.839,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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: Latex Concrete

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Structure Number: 1801157,  Location: 2.3 MI.W.OF 22-206-202 JT (Lat: 40.594111,  Lng: -74.662989),  Route carried "on" structure: US 22,  Year Built: 1949,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 16,920 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,300 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.839,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1807155,  Location: 2.7 MI S OF 202-206 CIRCL (Lat: 40.569650,  Lng: -74.678450),  Route carried "on" structure: US 202,  Year Built: 1934,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 60,550 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 726,660 (year 2041),  Features Intersected: NO.BR.RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.003,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.07m (19.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: September 2021,  Total Project Cost: $1,510,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1861159,  Location: 3.1 MI SW I287&US202 JCT (Lat: 40.590111,  Lng: -74.682369),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 2,489 (year 2021),  Average Future Daily Traffic: 3,037 (year 2041),  Design Load: HL 93,  Features Intersected: RARITAN VALLEY LINE,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 54.4 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: 35.0 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,316,000,  Roadway Improvement Cost: $579,000,  Total Project Cost: $5,789,000 ( Estimate for 2019),  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: 18B0603,  Location: 0.69 mi N of CR 567 (Lat: 40.529069,  Lng: -74.739481),  Route carried "on" structure: County highway 629,  Year Built: 1940,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,384 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,861 (year 2041),  Features Intersected: PLEASANT RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 18C0605,  Location: SOUTH OF RIVERSIDE DRIVE (Lat: 40.517931,  Lng: -74.721419),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 1,858 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,230 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: S. BRANCH RARITAN RIVER,  Facility Carried by Structure: OPIE ROAD
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),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature 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: 18C0607,  Location: SOUTH OF RIVERSIDE DRIVE (Lat: 40.525839,  Lng: -74.705761),  Route carried "on" structure: City street ,  Year Built: 1921,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 1,858 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,230 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: S. BRANCH RARITAN RIVER,  Facility Carried by Structure: OPIE ROAD
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),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18C0609,  Location: 1.4 MI N OF AMWELL RD (Lat: 40.515281,  Lng: -74.728719),  Route carried "on" structure: County highway 567,  Year Built: 1979,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 2,738 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,286 (year 2041),  Design Load: HS 20,  Features Intersected: So. Br. of Raritan River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.198,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.82m (35.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,118,000,  Roadway Improvement Cost: $1,060,000,  Total Project Cost: $15,297,000 ( Estimate for 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: 18C0704,  Location: 0.15 MI. N. OF US 202 (Lat: 40.554711,  Lng: -74.726919),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,092 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,311 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF HOLLAND BROOK,  Facility Carried by Structure: HOLLAND BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 18C0705,  Location: .14MI E OF HOLLAND BRK RD (Lat: 40.558331,  Lng: -74.730000),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,263 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,716 (year 2041),  Features Intersected: HOLLAND BROOK,  Facility Carried by Structure: OLD YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 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-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,184,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,092,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18C0804,  Location: 0.2 MI E OF CR 637 (Lat: 40.582911,  Lng: -74.709869),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 895 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,074 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CHAMBERS BROOK,  Facility Carried by Structure: HARLAN SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 18C0806,  Location: 1.2MI S. US22 (Lat: 40.589981,  Lng: -74.704081),  Route carried "on" structure: County highway 637,  Year Built: 1930,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,347 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,016 (year 2041),  Features Intersected: TRIB. CHAMBERS BROOK,  Facility Carried by Structure: READINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.407,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,736,000 ( Estimate for 2021)

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Structure Number: 18D061,  Location: 1.63 MI NORTH OF RT 514 (Lat: 40.516131,  Lng: -74.685169),  Route carried "on" structure: County highway 625,  Year Built: 1992,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 4,358 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,230 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LEHIGH LINE,  Facility Carried by Structure: SOUTH BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 18D0702,  Location: LOC INTX CR625 & CR606 (Lat: 40.546650,  Lng: -74.695919),  Route carried "on" structure: County highway 606,  Year Built: 2008,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 3,494 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,193 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RARITAN RIVER,  Facility Carried by Structure: STUDDIFORD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 41.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18D0704,  Location: .49 MI S. OF OLD YORK RD. (Lat: 40.553150,  Lng: -74.700619),  Route carried "on" structure: County highway 567,  Year Built: 1995,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 8,849 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,619 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: South Branch OF Raritan
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.143,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 18D0705,  Location: 3.99 mi S of NJ 28 (Lat: 40.556589,  Lng: -74.688261),  Route carried "on" structure: County highway 567,  Year Built: 2008,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 6,135 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,362 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: N. BR. OF RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.704,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18D0902,  Location: 0.71 mi S of US 22 (Lat: 40.594331,  Lng: -74.697300),  Route carried "on" structure: County highway 637,  Year Built: 1930,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,347 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,016 (year 2039),  Features Intersected: CHAMBERS BROOK,  Facility Carried by Structure: READINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.180,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 56.2 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,032,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18D0904,  Location: AT RIVER ROAD INTERSECT (Lat: 40.592269,  Lng: -74.683169),  Route carried "on" structure: County highway 679,  Year Built: 2020,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 5,646 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,775 (year 2041),  Design Load: HL 93,  Features Intersected: CHAMBERS BROOK,  Facility Carried by Structure: STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 18D0907,  Location: 1.46 mi E of US 22 (Lat: 40.600119,  Lng: -74.674219),  Route carried "on" structure: County highway 614,  Year Built: 2005,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 7,868 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,442 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: N BR RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18D1001,  Location: 1.18 mi N CR 614 (Lat: 40.622231,  Lng: -74.699989),  Route carried "on" structure: County highway 665,  Year Built: 1988,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 10,229 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,275 (year 2041),  Design Load: HS 20,  Features Intersected: LAMINGTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $395,000,  Total Project Cost: $395,000 ( Estimate for 2015),  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: 18D1002,  Location: 0.58 mi E. of RATL. B. Rd (Lat: 40.632750,  Lng: -74.696900),  Route carried "on" structure: County highway 620,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,952 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,742 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MUDDY RUN,  Facility Carried by Structure: BURNT MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 18D1004,  Location: .14 mi South CR620 (Lat: 40.634539,  Lng: -74.686619),  Route carried "on" structure: County highway 641,  Year Built: 1919,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,632 (year 2021),  Average Future Daily Traffic: 1,959 (year 2041),  Features Intersected: LAMINGTON RIVER,  Facility Carried by Structure: BURNT MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $1,689,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $2,944,000 ( Estimate for 2021),  Deck Structure Type: Open Grating

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Structure Number: 18E0603,  Location: AT VALLEY ROAD INTERSECT (Lat: 40.526250,  Lng: -74.641531),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,956 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,347 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Tributary of Royce Brook,  Facility Carried by Structure: Roycefield 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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18E0605,  Location: 0.3 MI N. of Beekman Lane (Lat: 40.529569,  Lng: -74.664500),  Route carried "on" structure: County highway 627,  Year Built: 1981,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,356 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,029 (year 2041),  Design Load: HS 20,  Features Intersected: DUKES BROOK,  Facility Carried by Structure: NEW CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 18E0703,  Location: AT DUKES PKWY INTERSECTN (Lat: 40.542000,  Lng: -74.639969),  Route carried "on" structure: Other road ,  Year Built: 1925,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,755 (year 2021),  Average Future Daily Traffic: 3,305 (year 2041),  Design Load: H 20,  Features Intersected: DUKES BROOK,  Facility Carried by Structure: ROYCEFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $1,100,000 ( Estimate for 2021)

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Structure Number: 18E0709,  Location: 0.1 mi S of OLD YORK Rd (Lat: 40.556969,  Lng: -74.656131),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1982,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 120 (year 2041),  Features Intersected: RARITAN CANAL,  Facility Carried by Structure: ROBERT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  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: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: November 2019,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $833,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $1,453,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9046001,  Location: 0.17 MI S of RT 567 (Lat: 40.552800,  Lng: -74.664819),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 657 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 802 (year 2041),  Features Intersected: RARITAN POWER CANAL,  Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $298,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180115,  Location: 1 MI WEST OF RT 28 JCT (Lat: 40.598331,  Lng: -74.678331),  Route carried "under" structure: County highway 679,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 5,340 (year 2020),  Truck Traffic: 4%,  Features Intersected: STATION ROAD (CR.679),  Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1801151,  Location: 1MI WEST OF RT 28 JCT (Lat: 40.598331,  Lng: -74.678331),  Route carried "under" structure: County highway 679,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 5,350 (year 2020),  Truck Traffic: 4%,  Features Intersected: STATION ROAD (CO.679),  Facility Carried by Structure: RTE US 22 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1801156,  Location: 2.5MI WEST OF US 202&206 (Lat: 40.593831,  Lng: -74.662461),  Route carried "under" structure: State highway 28,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 19,780 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 28,  Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1801157,  Location: 2.3 MI.W.OF 22-206-202 JT (Lat: 40.594111,  Lng: -74.662989),  Route carried "under" structure: State highway 28,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 28,  Facility Carried by Structure: US 22 WB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)