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

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Structure Number: 1300F3,  Location: 0.25 MI E OF US 9 JCT (Lat: 40.220411,  Lng: -74.261861),  Route carried "on" structure: County highway 524,  Year Built: 1900,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,954 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,146 (year 2041),  Features Intersected: APPLEGATES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.038,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 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 minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $1,013,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $1,833,000 ( Estimate for 2021)

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Structure Number: 1300F32,  Location: 1 ML WEST OF US 9 JCT. (Lat: 40.220919,  Lng: -74.288250),  Route carried "on" structure: County highway 524,  Year Built: 1968,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,954 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,146 (year 2041),  Features Intersected: BR OF MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.493,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: 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 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: Bituminous

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Structure Number: 1300F35,  Location: 0.19 mile north of RT 524 (Lat: 40.221150,  Lng: -74.313550),  Route carried "on" structure: ServiceCity street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,447 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,986 (year 2041),  Design Load: HS 20,  Features Intersected: Manasquan River-Trib.,  Facility Carried by Structure: Iron Bridge Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1300F45,  Location: 0.63mi S OF INT W RT 524 (Lat: 40.211669,  Lng: -74.295561),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,631 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,991 (year 2041),  Design Load: HS 20,  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: GEORGIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Superstructure: Very good,  Substructure: Good,  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: 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: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300F51,  Location: 1 MILE WEST OF US 9 (Lat: 40.210281,  Lng: -74.277500),  Route carried "on" structure: County highway 23,  Year Built: 1929,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,946 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,797 (year 2041),  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: JACKSON MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,554,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,331,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300HL8,  Location: 0.6 MILE SOUTH OF RT 524 (Lat: 40.204989,  Lng: -74.238969),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,220 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,489 (year 2041),  Design Load: HL 93,  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: HAVENS BRIDGE 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 - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 96.9 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: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $58,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130115,  Location: 1.0MI. SO. OF CO. RT. 524 (Lat: 40.204439,  Lng: -74.255989),  Route carried "on" structure: US 9,  Year Built: 1974,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 50,463 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,742 (year 2040),  Design Load: HS 20,  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.076,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 1301151,  Location: 1.86 MI S OF NJ 33F JCT (Lat: 40.217939,  Lng: -74.263531),  Route carried "on" structure: US 9,  Year Built: 1973,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 54,146 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 66,068 (year 2041),  Design Load: HS 20,  Features Intersected: DEBOIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.718,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021

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Structure Number: 1304156,  Location: 0.42 MI W OF CR 527 JCT (Lat: 40.253131,  Lng: -74.349669),  Route carried "on" structure: State highway 33,  Year Built: 1927,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 29,357 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,821 (year 2041),  Design Load: HS 20,  Features Intersected: MANALAPAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.964,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 59.9 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: Meets minimum limits,  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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,249,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $3,600,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1305162,  Location: 2.1 MI EAST OF NJ 79 JCT (Lat: 40.234889,  Lng: -74.237761),  Route carried "on" structure: State highway 33,  Year Built: 2002,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 18,270 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,293 (year 2041),  Design Load: HL 93,  Features Intersected: NJ TRANSIT (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.926,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.7 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: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1305163,  Location: 1.5 MI NORTH OF CR524 (Lat: 40.234369,  Lng: -74.232589),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,421 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,105 (year 2040),  Design Load: HL 93,  Features Intersected: NJ 33,  Facility Carried by Structure: HOWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.230,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.6 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: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1305166,  Location: 0.41 Mile E of Halls Mill (Lat: 40.236339,  Lng: -74.244839),  Route carried "on" structure: State highway 33,  Year Built: 2003,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 20,349 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,419 (year 2041),  Design Load: HL 93,  Features Intersected: BURKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.347,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 28.4m (93.2ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.4 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: 33.0 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: Equal to present desirable 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: 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: 130HL13,  Location: .5 MI E OF CO RT 23 (Lat: 40.209081,  Lng: -74.268550),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,120 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,130 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DEBOIS CREEK,  Facility Carried by Structure: STRICKLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 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: 130MN1,  Location: 0.35 MILE SOUTH OF NJ 33 (Lat: 40.248569,  Lng: -74.342700),  Route carried "on" structure: County highway 527,  Year Built: 2011,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,438 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,736 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MANALAPAN BROOK,  Facility Carried by Structure: SWEETMANS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.261,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $103,000 ( Estimate for 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: 133115,  Location: 0.67 MI E OF CR 527 JCT (Lat: 40.253339,  Lng: -74.329489),  Route carried "on" structure: Ramp State highway 33,  Year Built: 1974,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 4,930 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,015 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 33 FREEWAY,  Facility Carried by Structure: RAMP "W"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.719,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $948,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1331151,  Location: 0.91 MI WEST OF RT 537 (Lat: 40.251011,  Lng: -74.310839),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 3,948 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,738 (year 2039),  Design Load: HS 20,  Features Intersected: RT 33 FREEWAY,  Facility Carried by Structure: WEMROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,208,000,  Total Project Cost: $1,208,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1331152,  Location: 0.95 MI WEST OF US 9 (Lat: 40.246711,  Lng: -74.294489),  Route carried "on" structure: County highway 537,  Year Built: 1974,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 15,464 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,869 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 33 FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.787,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,070,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,538,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1331153,  Location: 0.2 MI WEST OF RT 79 (Lat: 40.241800,  Lng: -74.278500),  Route carried "on" structure: State highway 33F,  Year Built: 1974,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 14,550 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,750 (year 2040),  Design Load: HS 20,  Features Intersected: US 9,  Facility Carried by Structure: RT NJ 33 FRWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.321,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 1331154,  Location: 1 MILE EAST OF CO 537 JCT (Lat: 40.241861,  Lng: -74.278769),  Route carried "on" structure: State highway 33,  Year Built: 1974,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 14,040 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,130 (year 2040),  Design Load: HS 20,  Features Intersected: US 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.321,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 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: Somewhat better than minimum adequacy,  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

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Structure Number: 133215,  Location: 0.2MI EAST OF US9 (Lat: 40.241881,  Lng: -74.274931),  Route carried "on" structure: State highway 33,  Year Built: 1974,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 14,463 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,664 (year 2041),  Design Load: HS 20,  Features Intersected: NJ ROUTE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.563,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1332151,  Location: 0.2 MI EAST OF US 9 (Lat: 40.241561,  Lng: -74.275439),  Route carried "on" structure: State highway 33,  Year Built: 1974,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 13,396 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,361 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.563,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1332153,  Location: 0.7 MI EAST OF US 9 JCT (Lat: 40.241481,  Lng: -74.264239),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 2,310 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,820 (year 2041),  Design Load: HS 20,  Features Intersected: NJ ROUTE 33,  Facility Carried by Structure: WILLOW BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 84.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 1332159,  Location: 1.5 MILES EAST OF ROUTE 9 (Lat: 40.235950,  Lng: -74.251169),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 13,540 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,521 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: N.J. ROUTE 33 FRWY.,  Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1336153,  Location: 1.47 Mi East of NJ 79 Jct (Lat: 40.236081,  Lng: -74.251200),  Route carried "on" structure: County highway 55,  Year Built: 2006,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 22,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,750 (year 2040),  Design Load: HL 93,  Features Intersected: NJ RT 33 BUSINESS,  Facility Carried by Structure: HALLS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.9 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1305163,  Location: 1.5 MI NORTH OF CR524 (Lat: 40.234369,  Lng: -74.232589),  Route carried "under" structure: State highway 33,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 18,572 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 33,  Facility Carried by Structure: HOWELL ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 48.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 133115,  Location: 0.67 MI E OF CR 527 JCT (Lat: 40.253339,  Lng: -74.329489),  Route carried "under" structure: State highway 33F,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 38,498 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 33 FREEWAY,  Facility Carried by Structure: RAMP "W"
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 39.719,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 1331151,  Location: 0.91 MI WEST OF RT 537 (Lat: 40.251011,  Lng: -74.310839),  Route carried "under" structure: State highway 33F,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,888 (year 2019),  Truck Traffic: 5%,  Features Intersected: RT 33 FREEWAY,  Facility Carried by Structure: WEMROCK ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 41.328,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1331152,  Location: 0.95 MI WEST OF US 9 (Lat: 40.246711,  Lng: -74.294489),  Route carried "under" structure: State highway 33,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 28,635 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 33 FREEWAY,  Facility Carried by Structure: CR 537 & RAMPS
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 42.792,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 1331153,  Location: 0.2 MI WEST OF RT 79 (Lat: 40.241800,  Lng: -74.278500),  Route carried "under" structure: US 9,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 43,925 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 9,  Facility Carried by Structure: RT NJ 33 FRWY WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 181.711,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 1331154,  Location: 1 MILE EAST OF CO 537 JCT (Lat: 40.241861,  Lng: -74.278769),  Route carried "under" structure: US 9,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 49,650 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 9,  Facility Carried by Structure: NJ 33 EB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 181.711,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 133215,  Location: 0.2MI EAST OF US9 (Lat: 40.241881,  Lng: -74.274931),  Route carried "under" structure: State highway 79,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 19,180 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 79,  Facility Carried by Structure: NJ ROUTE 33F WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.241,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1332151,  Location: 0.2 MI EAST OF US 9 (Lat: 40.241561,  Lng: -74.275439),  Route carried "under" structure: State highway 79,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,072 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 79,  Facility Carried by Structure: NJ 33 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1332153,  Location: 0.7 MI EAST OF US 9 JCT (Lat: 40.241481,  Lng: -74.264239),  Route carried "under" structure: State highway 33,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 14,730 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 33,  Facility Carried by Structure: WILLOW BROOK ROAD
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 45.448,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 1332159,  Location: 1.5 MILES EAST OF ROUTE 9 (Lat: 40.235950,  Lng: -74.251169),  Route carried "under" structure: State highway 33,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 20,534 (year 2021),  Truck Traffic: 5%,  Features Intersected: N.J. ROUTE 33 FRWY.,  Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 46.735,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 1336153,  Location: 1.47 Mi East of NJ 79 Jct (Lat: 40.236081,  Lng: -74.251200),  Route carried "under" structure: Business State highway 33B,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 13,560 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ RT 33 BUSINESS,  Facility Carried by Structure: HALLS MILL ROAD
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 7.950,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)