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

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Structure Number: 1400473,  Location: 1.6MI S OF I287&NJ124 JCT (Lat: 40.767739,  Lng: -74.454800),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,027 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,253 (year 2041),  Features Intersected: LOANTAKA BROOK,  Facility Carried by Structure: KITCHELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400488,  Location: 1.6 MI E CR646&CR663 JCT (Lat: 40.749419,  Lng: -74.465569),  Route carried "on" structure: City street ,  Year Built: 1919,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,828 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,111 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GREAT BROOK,  Facility Carried by Structure: BLUE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 57.2 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: 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: July 2021,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $457,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 140049,  Location: 0.2MI N CR601&CR646 JCT (Lat: 40.743431,  Lng: -74.459131),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 668 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 815 (year 2039),  Features Intersected: SILVER BROOK,  Facility Carried by Structure: DICKSON'S MILL RD
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $801,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400492,  Location: 1.7MI SW CR646&CR647 JCT (Lat: 40.734581,  Lng: -74.458389),  Route carried "on" structure: City street ,  Year Built: 1921,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,245 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,519 (year 2041),  Features Intersected: GREAT BROOK,  Facility Carried by Structure: WOODLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 75.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $270,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400506,  Location: 0.9MI SW CR646&CR647 JCT (Lat: 40.738500,  Lng: -74.446019),  Route carried "on" structure: County highway 646,  Year Built: 1936,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,512 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,946 (year 2041),  Features Intersected: LOANTAKA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.259,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $109,000,  Total Project Cost: $224,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400507,  Location: 1.6MI SW CR646&CR647 JCT (Lat: 40.739569,  Lng: -74.458700),  Route carried "on" structure: County highway 646,  Year Built: 1994,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,476 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,462 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GREAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Inventory Rating: 88.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $119,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $209,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1417001,  Location: 0.7MI SE NJ124&CR608 JCT (Lat: 40.754350,  Lng: -74.402881),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 552 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 674 (year 2039),  Design Load: HS 20,  Features Intersected: SPRING GARDEN BROOK,  Facility Carried by Structure: TRAIL PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1422154,  Location: 3.1 MI. EAST OF I-287 (Lat: 40.782169,  Lng: -74.414919),  Route carried "on" structure: State highway 24,  Year Built: 1989,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 104,975 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 125,970 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACK BROOK(EAST BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1422155,  Location: 0.66 MI. S. OF CR 608 (Lat: 40.765219,  Lng: -74.402250),  Route carried "on" structure: City street 24,  Year Built: 1989,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,024 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,229 (year 2041),  Design Load: HS 20,  Features Intersected: NJ ROUTE 24,  Facility Carried by Structure: GREENWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1422158,  Location: 2.06 mi E Int 2 of NJ 24 (Lat: 40.769531,  Lng: -74.403189),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 509 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 611 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE NJ 24,  Facility Carried by Structure: LORRAINE 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: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1468161,  Location: .35 MI South of Rte 124 (Lat: 40.745089,  Lng: -74.400069),  Route carried "on" structure: City street ,  Year Built: 1914,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,150 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,625 (year 2041),  Features Intersected: Morristown Line MP 24.39,  Facility Carried by Structure: Union Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,951,000,  Roadway Improvement Cost: $738,000,  Total Project Cost: $11,066,000 ( Estimate for 2021)

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Structure Number: 1468162,  Location: .3 MI South of Rt 124 (Lat: 40.750681,  Lng: -74.407961),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,850 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,885 (year 2041),  Features Intersected: MORRISTOWN LINE MP 24.96,  Facility Carried by Structure: SAMSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 88.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,966,000,  Roadway Improvement Cost: $742,000,  Total Project Cost: $11,123,000 ( Estimate for 2021)

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Structure Number: 1468171,  Location: .4 MI North of RTE 124 (Lat: 40.771050,  Lng: -74.429631),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Posted for load,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 2,622 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,199 (year 2041),  Design Load: H 20,  Features Intersected: Morristown Line MP 26.79,  Facility Carried by Structure: Danforth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $4,690,000,  Roadway Improvement Cost: $1,173,000,  Total Project Cost: $17,588,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1422155,  Location: 0.66 MI. S. OF CR 608 (Lat: 40.765219,  Lng: -74.402250),  Route carried "under" structure: State highway 24,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 105,916 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 24,  Facility Carried by Structure: GREENWOOD AVE
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 7.162,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1422158,  Location: 2.06 mi E Int 2 of NJ 24 (Lat: 40.769531,  Lng: -74.403189),  Route carried "under" structure: State highway 24,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 95,916 (year 2021),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ 24,  Facility Carried by Structure: LORRAINE ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 6.679,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)