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

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Structure Number: 1300HL5,  Location: INT. RT 524A (Lat: 40.202511,  Lng: -74.202319),  Route carried "on" structure: County highway 524,  Year Built: 2008,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,096 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,099 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: YELLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.526,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1300HL6,  Location: 0.33 miles south of CR524 (Lat: 40.201239,  Lng: -74.212639),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 862 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,052 (year 2041),  Design Load: H 20,  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: KETCHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,012,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $3,082,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL31,  Location: 2.9 MI E OF RT 9 (Lat: 40.192881,  Lng: -74.195200),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,110 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,730 (year 2041),  Design Load: H 20,  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: WEST FARMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.288,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,160,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $2,060,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL32,  Location: 0.25 MI N OF RT 524 (Lat: 40.200169,  Lng: -74.165000),  Route carried "on" structure: County highway 547,  Year Built: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,736 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,439 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MINGAMAHONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.759,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 130HL41,  Location: 0.2 MILES EAST OF RT 524 (Lat: 40.193931,  Lng: -74.161250),  Route carried "on" structure: County highway 18,  Year Built: 1952,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,251 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,967 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MINGAMAHONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $311,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $595,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130HL42,  Location: 0.2 MI EAST OF CR 547 (Lat: 40.187861,  Lng: -74.157931),  Route carried "on" structure: Other road ,  Year Built: 1947,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,472 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,955 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MINGAMAHONE BROOK,  Facility Carried by Structure: BIRDSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $506,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130HL43,  Location: 0.2 MI EAST OF CR 524&547 (Lat: 40.180461,  Lng: -74.155369),  Route carried "on" structure: Other road ,  Year Built: 1946,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,723 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,907 (year 2041),  Design Load: H 20,  Features Intersected: MINGAMAHONE BROOK,  Facility Carried by Structure: HURLEY POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $428,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL44,  Location: 0.4 MI EAST OF CR 524&547 (Lat: 40.180431,  Lng: -74.152081),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,723 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,907 (year 2041),  Features Intersected: CRANE CREEK,  Facility Carried by Structure: HURLEY POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $286,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 130HL45,  Location: 0.5 MI.EAST JCT RT524/547 (Lat: 40.165889,  Lng: -74.150011),  Route carried "on" structure: County highway 524,  Year Built: 1926,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 4,661 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,687 (year 2041),  Features Intersected: MINGAMAHONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.511,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,169,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $2,265,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL47,  Location: 1/2 mi WEST OF RT 524/547 (Lat: 40.166931,  Lng: -74.159031),  Route carried "on" structure: Alternate County highway 524,  Year Built: 1948,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,961 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,714 (year 2041),  Design Load: HS 20,  Features Intersected: MARSH BOG BROOK,  Facility Carried by Structure: SQUAN-YELLOWBRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.584,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $218,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL63,  Location: .1 MI NE OF CR 524 ALT (Lat: 40.190000,  Lng: -74.176981),  Route carried "on" structure: County highway 21,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,010 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,610 (year 2041),  Features Intersected: MARSH BOG BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $787,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $1,351,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL64,  Location: 0.38 MILE WEST OF CR 524A (Lat: 40.185031,  Lng: -74.183650),  Route carried "on" structure: County highway 21,  Year Built: 1947,  Year Reconstructed: 1961,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 3,920 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,690 (year 2041),  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.76m (9.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,590,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $2,728,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130HL67,  Location: .3 MI SOUTH OF CO RD#524A (Lat: 40.183881,  Lng: -74.176700),  Route carried "on" structure: Other road ,  Year Built: 1897,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 930 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,130 (year 2041),  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: PREVENTORIUM ROAD
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $2,148,000,  Roadway Improvement Cost: $322,000,  Total Project Cost: $3,840,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1333156,  Location: 1.5 MI E OF RTS 9&195 JCT (Lat: 40.166711,  Lng: -74.207919),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 4,965 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,936 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-195,  Facility Carried by Structure: E. ALDRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 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: 1333157,  Location: 2.0 MI E OF RTS 9&195 JCT (Lat: 40.166839,  Lng: -74.197881),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 4,105 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,010 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-195,  Facility Carried by Structure: OAK GLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.309,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 1333158,  Location: 2.95 MILE E OF ROUTE 9 (Lat: 40.166300,  Lng: -74.181469),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 4,709 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,723 (year 2041),  Design Load: HS 20,  Features Intersected: I-195,  Facility Carried by Structure: PREVENTORIUM 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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333159,  Location: 3.2 MI E. OF US 9 JCT (Lat: 40.165561,  Lng: -74.175150),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 26,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,300 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN DIVISION RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.956,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 133316,  Location: 3.25 MI EAST OF US 9 JCT (Lat: 40.165861,  Lng: -74.174489),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 25,944 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,133 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJT (SOUTHERN BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.956,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 1333161,  Location: 3.71 MILE E OF ROUTE 9 (Lat: 40.164169,  Lng: -74.166111),  Route carried "on" structure: County highway 21,  Year Built: 1981,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 4,189 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,111 (year 2041),  Design Load: HS 20,  Features Intersected: I-195,  Facility Carried by Structure: OLD TAVERN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 2,  Lanes under structure: 4,  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: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 58.1 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,  Underclear: Somewhat better than minimum adequacy,  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: 1333162,  Location: 0.4 MI W OF I-195 EXIT 31 (Lat: 40.163700,  Lng: -74.157831),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 47,048 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 56,457 (year 2041),  Design Load: HS 20,  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.115,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 1333163,  Location: 4.05 MILE E OF ROUTE 9 (Lat: 40.164319,  Lng: -74.161289),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 27,031 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,437 (year 2040),  Design Load: HS 20,  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.115,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 84.4 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333164,  Location: 4.05 MI EAST OF RT 9 JCT (Lat: 40.163781,  Lng: -74.160081),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 24,921 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,408 (year 2040),  Design Load: HS 20,  Features Intersected: Marsh Bog Brook
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 50.244,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 68.9 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333165,  Location: 0.3 MI W OF I-195 EXIT 31 (Lat: 40.164089,  Lng: -74.159819),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 28,529 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 34,811 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARSH BOG BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.244,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 68.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333167,  Location: 4.3 MI E OF US 9 JCT (Lat: 40.163950,  Lng: -74.154669),  Route carried "on" structure: County highway 547,  Year Built: 1981,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 8,637 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,537 (year 2040),  Design Load: HS 20,  Features Intersected: I-195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.221,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $828,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,119,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1333168,  Location: 4.55 MI E OF US RT 9 JCT (Lat: 40.163219,  Lng: -74.153089),  Route carried "on" structure: County highway 547,  Year Built: 1981,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 8,812 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,752 (year 2040),  Design Load: HS 20,  Features Intersected: I-195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.221,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $198,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1333169,  Location: 0.31 MI E OF RT 547 (Lat: 40.163089,  Lng: -74.147689),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 66,679 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,361 (year 2040),  Design Load: HS 20,  Features Intersected: MINGAMAHONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.306,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: 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: 133317,  Location: 0.31 MI EAST OF RT 547 (Lat: 40.163519,  Lng: -74.147481),  Route carried "on" structure: Interstate 195,  Year Built: 1981,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 52,294 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,808 (year 2040),  Design Load: HS 20,  Features Intersected: MINGAMAHONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.306,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 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: 1333171,  Location: 0.56 Mi E of CR 547 Jct. (Lat: 40.164450,  Lng: -74.141661),  Route carried "on" structure: Interstate 195,  Year Built: 1980,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 33,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,632 (year 2040),  Design Load: HS 20,  Features Intersected: Allaire Prk Towpth&Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333172,  Location: 4.92 MI E OF US 9 JCT (Lat: 40.163519,  Lng: -74.143711),  Route carried "on" structure: Interstate 195,  Year Built: 1980,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 33,300 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,946 (year 2040),  Design Load: HS 20,  Features Intersected: ALLAIRE PK TOWPATH&CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333173,  Location: 0.7 MI EAST OF EXIT 31 (Lat: 40.164439,  Lng: -74.141661),  Route carried "on" structure: Interstate 195,  Year Built: 1980,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 29,580 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,093 (year 2040),  Design Load: HS 20,  Features Intersected: ALLAIRE ROAD (CR 524)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.837,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333174,  Location: 0.7 MI EAST OF EXIT 31 (Lat: 40.164169,  Lng: -74.141319),  Route carried "on" structure: Interstate 195,  Year Built: 1980,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 29,570 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,485 (year 2040),  Design Load: HS 20,  Features Intersected: ALLAIRE RD (CR 524)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.837,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333175,  Location: ON SOUTH SIDE OF EXIT 31 (Lat: 40.161581,  Lng: -74.154831),  Route carried "on" structure: County highway 547,  Year Built: 1981,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 6,020 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,350 (year 2040),  Design Load: HS 20,  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.995,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1333176,  Location: 0.42 MI S. of I-195 (Lat: 40.161311,  Lng: -74.154500),  Route carried "on" structure: County highway 547,  Year Built: 1981,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 8,812 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,575 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.963,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 57.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $98,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1333156,  Location: 1.5 MI E OF RTS 9&195 JCT (Lat: 40.166711,  Lng: -74.207919),  Route carried "under" structure: Interstate 195,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 39,066 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: E. ALDRICH ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 46.140,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 1333157,  Location: 2.0 MI E OF RTS 9&195 JCT (Lat: 40.166839,  Lng: -74.197881),  Route carried "under" structure: Interstate 195,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 54,610 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: OAK GLEN ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 46.961,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1333158,  Location: 2.95 MILE E OF ROUTE 9 (Lat: 40.166300,  Lng: -74.181469),  Route carried "under" structure: Interstate 195,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 52,815 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: PREVENTORIUM ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 48.377,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1333161,  Location: 3.71 MILE E OF ROUTE 9 (Lat: 40.164169,  Lng: -74.166111),  Route carried "under" structure: Interstate 195,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 54,614 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: OLD TAVERN ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 49.697,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 1333167,  Location: 4.3 MI E OF US 9 JCT (Lat: 40.163950,  Lng: -74.154669),  Route carried "under" structure: Interstate 195,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 54,058 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: COUNTY RT 547 SB
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 50.678,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1333168,  Location: 4.55 MI E OF US RT 9 JCT (Lat: 40.163219,  Lng: -74.153089),  Route carried "under" structure: Interstate 195,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 66,678 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: COUNTY RT 547 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 50.807,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 1333173,  Location: 0.7 MI EAST OF EXIT 31 (Lat: 40.164439,  Lng: -74.141661),  Route carried "under" structure: County highway 524,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,615 (year 2020),  Truck Traffic: 3%,  Features Intersected: ALLAIRE ROAD (CR 524),  Facility Carried by Structure: I-195 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 54.364,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 1333174,  Location: 0.7 MI EAST OF EXIT 31 (Lat: 40.164169,  Lng: -74.141319),  Route carried "under" structure: County highway 524,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,615 (year 2020),  Truck Traffic: 3%,  Features Intersected: ALLAIRE RD (CR 524),  Facility Carried by Structure: I-195 EB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 54.364,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)