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

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Structure Number: 130HL18,  Location: 0.2 MILE NORTH OF CR 526 (Lat: 40.111519,  Lng: -74.234831),  Route carried "on" structure: Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,230 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,865 (year 2041),  Design Load: HL 93,  Features Intersected: N. BR. METEDECONK RIVER,  Facility Carried by Structure: KENT 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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,219,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $1,608,000 ( 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: 130HL2,  Location: 1 MILE WEST OF US 9 (Lat: 40.129281,  Lng: -74.241969),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,420 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2041),  Design Load: H 20,  Features Intersected: N.BRANCH METEDECONK RIVR,  Facility Carried by Structure: CHURCH 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),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $1,068,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $1,831,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL22,  Location: 1.4 MILES WEST OF US 9 (Lat: 40.147631,  Lng: -74.253839),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,010 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,994 (year 2041),  Features Intersected: N.BRANCH METEDECONK RIVR,  Facility Carried by Structure: ALDRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.086,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $291,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL53,  Location: 0.24mi S. of Oak Glenn Rd (Lat: 40.123919,  Lng: -74.188219),  Route carried "on" structure: County highway 547,  Year Built: 2004,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 12,188 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,872 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: HAYSTACK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.926,  Lanes on structure: 2,  Owner: County 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: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: September 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: 130HL61,  Location: 2.7MILES W OF CR 549 (Lat: 40.115519,  Lng: -74.175461),  Route carried "on" structure: City street ,  Year Built: 1944,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,113 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,306 (year 2041),  Features Intersected: HAYSTACK BROOK,  Facility Carried by Structure: LAKEWD-ALLENWD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $928,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $1,592,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL62,  Location: 0.7 MILE SOUTH OF CR 547 (Lat: 40.116269,  Lng: -74.181731),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,045 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,250 (year 2041),  Features Intersected: HAYSTACK BROOK,  Facility Carried by Structure: OAK GLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,508,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL7,  Location: 0.39 mi S. of Oak Glen Rd (Lat: 40.146239,  Lng: -74.199211),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,957 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,609 (year 2041),  Design Load: HS 20,  Features Intersected: HAY STACK BROOK,  Facility Carried by Structure: MAXIM SOUTHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Good,  Culverts: Good,  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: 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,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1333152,  Location: 5.8 MILES SOUTH OF RT 33F (Lat: 40.164919,  Lng: -74.235439),  Route carried "on" structure: Interstate 195,  Year Built: 1978,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 23,339 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,006 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: U.S.ROUTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.726,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1333153,  Location: 7.0 MI WEST OF RT 34 JCT (Lat: 40.164611,  Lng: -74.235281),  Route carried "on" structure: Interstate 195,  Year Built: 1978,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 23,339 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,006 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.726,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1333154,  Location: 0.6 MI E OF US RT 9 JCT (Lat: 40.166861,  Lng: -74.225169),  Route carried "on" structure: Interstate 195,  Year Built: 1978,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 26,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20,  Features Intersected: PINEWOOD RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 44.659,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1333155,  Location: 0.6 MI E OF US RT 9 JCT (Lat: 40.166581,  Lng: -74.225219),  Route carried "on" structure: Interstate 195,  Year Built: 1978,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 27,540 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,610 (year 2040),  Design Load: HS 20,  Features Intersected: PINEWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.659,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 57.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1504151,  Location: 0.3 MI S OF RT 88 JCT (Lat: 40.085461,  Lng: -74.215381),  Route carried "on" structure: US 9,  Year Built: 1908,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 28,415 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,706 (year 2040),  Features Intersected: WATERING PLACE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.187,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Underwater Inspection Date: December 2020

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Structure Number: 1504152,  Location: 1.5 MI NO OF SR 88 (Lat: 40.109981,  Lng: -74.218989),  Route carried "on" structure: US 9,  Year Built: 1986,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 50,922 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,107 (year 2041),  Design Load: HS 20,  Features Intersected: N BR METEDECONK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.972,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1511005,  Location: 5MI SE INTER I-195 & 9 (Lat: 40.116350,  Lng: -74.265581),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,995 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,794 (year 2040),  Design Load: HS 20,  Features Intersected: SO. BRANCH METEDECONK R.,  Facility Carried by Structure: BREWERS BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1514001,  Location: .6 MI N OF RT 526 (Lat: 40.106919,  Lng: -74.164061),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,627 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,952 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NO BRCH METEDECONK RIVER,  Facility Carried by Structure: RIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1514002,  Location: 0.5 MI. N. OF CR 526 (Lat: 40.110419,  Lng: -74.180639),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 8,476 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,171 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NO BR.METEDECONK RIVER,  Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 1514003,  Location: 0.6 MI N OF RT 526 (Lat: 40.111681,  Lng: -74.199269),  Route carried "on" structure: County highway 547,  Year Built: 1994,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 8,955 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,925 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NO BRANCH METEDECONK RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.268,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1514005,  Location: 1 MI E OF US 9 & RT 528 (Lat: 40.087211,  Lng: -74.200481),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,250 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,745 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SO BRCH METEDECONK RIVER,  Facility Carried by Structure: CLOVER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1514006,  Location: 0.25 MI. EAST OF US 9 (Lat: 40.086989,  Lng: -74.212239),  Route carried "on" structure: County highway 528,  Year Built: 2003,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 28,150 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,350 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S Br Metedeconk River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.053,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2020,  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: 1514007,  Location: NEAR INTERSECTION OF US 9 (Lat: 40.086311,  Lng: -74.215700),  Route carried "on" structure: County highway 528,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 13,345 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,280 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CARASALJO LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.650,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: July 2020

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Structure Number: 1514009,  Location: 0.78 MI W OF US 9 (Lat: 40.094800,  Lng: -74.227881),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,145 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,055 (year 2040),  Design Load: H 20,  Features Intersected: Arm of Lake Carasaljo,  Facility Carried by Structure: North Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $260,000 ( Estimate for 2020)

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Structure Number: 151401,  Location: 0.6 MI SOUTH CO. RT. 526 (Lat: 40.103711,  Lng: -74.244831),  Route carried "on" structure: County highway 639,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 19,090 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,290 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S. BR. METEDECONK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: August 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: 1514011,  Location: 0.2 MI SOUTH OF NJ 88 (Lat: 40.082931,  Lng: -74.179539),  Route carried "on" structure: County highway 623,  Year Built: 1994,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 25,145 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,680 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SO BRCH METEDECONK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.728,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 59.0 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,  Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1514012,  Location: 1MI W EXIT 90 GSP (Lat: 40.085850,  Lng: -74.185031),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 105 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 126 (year 2040),  Design Load: H 10,  Features Intersected: SHENANDOAH SPILLWAY,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $304,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360893A,  Location: At Interchange 88 (Lat: 40.054236,  Lng: -74.169194),  Route carried "on" structure: ServiceOther road GSP,  Year Built: 2014,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 65,200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 79,544 (year 2041),  Design Load: HL 93,  Features Intersected: NJ Rte 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.875,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 360894A,  Location: At Interchange 88 (Lat: 40.054450,  Lng: -74.167622),  Route carried "on" structure: ServiceOther road GSP,  Year Built: 2014,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 64,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 79,100 (year 2041),  Design Load: HL 93,  Features Intersected: NJ Rte 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.875,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 360902A,  Location: 0.8 Mi N of NJ Rt 70 (Lat: 40.065631,  Lng: -74.168411),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2001,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,750 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,135 (year 2041),  Features Intersected: Cedar Bridge Branch,  Facility Carried by Structure: Parkway Ramps 89C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.163,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 360902T,  Location: 1 MI N OF RT70&GSP JCT (Lat: 40.065931,  Lng: -74.162675),  Route carried "on" structure: County highway 528,  Year Built: 2003,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 21,939 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,770 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.945,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 360914N,  Location: 1.5 MI NW OF RT70&88 CIR (Lat: 40.081544,  Lng: -74.154158),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 58,350 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 71,190 (year 2041),  Design Load: HL 93,  Features Intersected: NJ Route 88 (Ocean Ave.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.046,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 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: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 360914S,  Location: 1.5 MI NW OF RT70&88 CIR (Lat: 40.081644,  Lng: -74.154650),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 54,065 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,950 (year 2041),  Design Load: HL 93,  Features Intersected: NJ Route 88 (Ocean Ave.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.046,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 1 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-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 360915N,  Location: 1.5 MI NW OF RT70&88 CIR (Lat: 40.083514,  Lng: -74.152881),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 50,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 61,600 (year 2041),  Design Load: HL 93,  Features Intersected: N. Br. Metedeconk River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.271,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 370893S,  Location: at Interchange 88 (Lat: 40.054342,  Lng: -74.168792),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 64,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 79,050 (year 2041),  Design Load: HL 93,  Features Intersected: NJ Route 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.875,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 370894N,  Location: at Interchange 88 (Lat: 40.054483,  Lng: -74.167892),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 64,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 79,056 (year 2041),  Design Load: HL 93,  Features Intersected: NJ Route 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.875,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333152,  Location: 5.8 MILES SOUTH OF RT 33F (Lat: 40.164919,  Lng: -74.235439),  Route carried "under" structure: US 9,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 43,103 (year 2019),  Truck Traffic: 6%,  Features Intersected: U.S.ROUTE 9
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 172.280,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1333153,  Location: 7.0 MI WEST OF RT 34 JCT (Lat: 40.164611,  Lng: -74.235281),  Route carried "under" structure: US 9,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 43,103 (year 2019),  Truck Traffic: 4%,  Features Intersected: ROUTE 9
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 172.280,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1333154,  Location: 0.6 MI E OF US RT 9 JCT (Lat: 40.166861,  Lng: -74.225169),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,690 (year 2020),  Truck Traffic: 1%,  Features Intersected: PINEWOOD RD,  Facility Carried by Structure: I-195 WB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1333155,  Location: 0.6 MI E OF US RT 9 JCT (Lat: 40.166581,  Lng: -74.225219),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,490 (year 2020),  Truck Traffic: 1%,  Features Intersected: PINEWOOD ROAD,  Facility Carried by Structure: I-195 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 360893A,  Location: At Interchange 88 (Lat: 40.054236,  Lng: -74.169194),  Route carried "under" structure: State highway 70,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 56,977 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ Rte 70,  Facility Carried by Structure: GSP SB Service Rd
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 84.941,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 360894A,  Location: At Interchange 88 (Lat: 40.054450,  Lng: -74.167622),  Route carried "under" structure: State highway 70,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 56,977 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ Rte 70,  Facility Carried by Structure: GSP NB Service Rd
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 85.022,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 360902T,  Location: 1 MI N OF RT70&GSP JCT (Lat: 40.065931,  Lng: -74.162675),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 4%,  Features Intersected: GSP,  Facility Carried by Structure: CEDAR BR AVE (528)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 145.131,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 360902T,  Location: 1 MI N OF RT70&GSP JCT (Lat: 40.065931,  Lng: -74.162675),  Route carried "under" structure: Other road GSP,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 138,700 (year 2021),  Truck Traffic: 4%,  Features Intersected: GSP,  Facility Carried by Structure: CEDAR BR AVE (528)
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 145.131,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 360902T,  Location: 1 MI N OF RT70&GSP JCT (Lat: 40.065931,  Lng: -74.162675),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 4%,  Features Intersected: GSP,  Facility Carried by Structure: CEDAR BR AVE (528)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 145.131,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 360914N,  Location: 1.5 MI NW OF RT70&88 CIR (Lat: 40.081544,  Lng: -74.154158),  Route carried "under" structure: State highway 88,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 24,329 (year 2021),  Truck Traffic: 3%,  Features Intersected: NJ Route 88 (Ocean Ave.),  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 5.520,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 360914S,  Location: 1.5 MI NW OF RT70&88 CIR (Lat: 40.081644,  Lng: -74.154650),  Route carried "under" structure: State highway 88,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 24,329 (year 2021),  Truck Traffic: 3%,  Features Intersected: NJ Route 88 (Ocean Ave.),  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 5.472,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 370893S,  Location: at Interchange 88 (Lat: 40.054342,  Lng: -74.168792),  Route carried "under" structure: State highway 70,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 56,977 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ Route 70,  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 84.941,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 370894N,  Location: at Interchange 88 (Lat: 40.054483,  Lng: -74.167892),  Route carried "under" structure: State highway 70,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 56,977 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ Route 70,  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 85.022,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)