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

Find on map >>

Structure Number: 20015A,  Location: 4 MILES NNW G.WASH.BRIDGE (Lat: 40.900000,  Lng: -73.966667),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 13,388 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,066 (year 2026),  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: NORTH DEAN STREET
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 29.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015B,  Location: 100 FT N OF I-95 UNDERPSS (Lat: 40.871667,  Lng: -73.980000),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 25,969 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,163 (year 2026),  Features Intersected: FLAT ROCK BROOK,  Facility Carried by Structure: BROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  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: 3.0m (9.8ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.7 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: 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 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015C,  Location: 0.35 MI W. OF CR 501 (Lat: 40.886667,  Lng: -73.966667),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 12,206 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,647 (year 2026),  Design Load: HS 25,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: ENGLEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 20015D,  Location: .48 MI W OF GRAND AVENUE (Lat: 40.886667,  Lng: -73.985000),  Route carried "on" structure: County highway 64,  Year Built: 1954,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,858 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,830 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OVERPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: County 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: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015E,  Location: 0.2 MI W. OF CR 501 (Lat: 40.900000,  Lng: -73.966667),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,195 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,432 (year 2026),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: HAMILTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.3 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: 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: January 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015F,  Location: 0.34 MI E. OF RT 501 (Lat: 40.900000,  Lng: -73.983333),  Route carried "on" structure: County highway 505,  Year Built: 1948,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 13,291 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,949 (year 2025),  Features Intersected: OVERPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.314,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015H,  Location: 530 FT N OF RT 4 (Lat: 40.875000,  Lng: -73.975000),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,569 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,478 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FLAT ROCK BROOK,  Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015J,  Location: 0.5 MI N OF NJ RTE 4 (Lat: 40.888333,  Lng: -73.983333),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,219 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,523 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015K,  Location: 0.5 MI N OF NJ RTE 4 (Lat: 40.966667,  Lng: -73.955833),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,243 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,553 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: METZLERS BROOK,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  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: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20015L,  Location: 0.35 MI. W. OF CR 501 (Lat: 40.891667,  Lng: -73.986667),  Route carried "on" structure: County highway S37,  Year Built: 1974,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 13,199 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,839 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: METZLER'S BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 206176,  Location: 2.5MI W OF HACKENSACK R (Lat: 40.883611,  Lng: -73.988611),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 99,800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,750 (year 2027),  Design Load: H 20,  Features Intersected: OVERPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.712,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.69m (149.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 206177,  Location: 5.5 MI EAST OF RT 17 JCT (Lat: 40.880775,  Lng: -73.984500),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 85,525 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 103,600 (year 2026),  Design Load: H 20,  Features Intersected: S DEAN, NORDHOFF&CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.259,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $3,630,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,576,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 206179,  Location: 5.0 MI EAST OF RT 17 (Lat: 40.878875,  Lng: -73.981103),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 82,236 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,300 (year 2026),  Design Load: H 20,  Features Intersected: GRAND AVE. (NJ 93,CR501)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.548,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $2,150,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,750,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20618,  Location: 5.2 MI EAST OF RT 17 (Lat: 40.876747,  Lng: -73.977294),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 82,236 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2026),  Design Load: H 20,  Features Intersected: BROAD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.951,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 206181,  Location: 5.4 MI EAST OF RT 17 (Lat: 40.874358,  Lng: -73.973722),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 82,236 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2026),  Features Intersected: FLAT ROCK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.353,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 31 degrees,  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: 3.9m (12.8ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $446,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $646,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 206182,  Location: 6.6 MI EAST OF RT 17 (Lat: 40.873217,  Lng: -73.972950),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 7,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,700 (year 2026),  Features Intersected: NJ 4,  Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Bridge Improvement Cost: $2,340,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $3,498,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: M12046,  Location: 1.5 MI N OF I-95 & I-80 (Lat: 40.875000,  Lng: -73.988333),  Route carried "on" structure: Interstate 95,  Year Built: 1961,  Status: Open,  Structure Length: 46.48m (152.49ft),  Average Daily Traffic: 165,289 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 201,684 (year 2026),  Design Load: HS 20,  Features Intersected: GRND AV,FLT RCK BK,NRR,  Facility Carried by Structure: NJTP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.862,  Lanes on structure: 10,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 53.0m (173.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Underclear: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: M1206,  Location: 1.8 MI. NORTH OF I-80 JCT (Lat: 40.875000,  Lng: -73.988333),  Route carried "on" structure: State highway 93,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 21,873 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,690 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FLAT ROCK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.989,  Lanes on structure: 2,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: M1209,  Location: 0.5 MI W OF 95 4-JCT (Lat: 40.871667,  Lng: -73.981667),  Route carried "on" structure: Interstate 95,  Year Built: 1960,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 169,432 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 206,739 (year 2027),  Design Load: HS 20,  Features Intersected: BROAD AVENUE,  Facility Carried by Structure: NJTP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.570,  Lanes on structure: 10,  Lanes under structure: 2,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 64.6m (211.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 64.6m (211.9ft),  Out-to-Out Width: 66.1m (216.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 206177,  Location: 5.5 MI EAST OF RT 17 JCT (Lat: 40.880775,  Lng: -73.984500),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 4,635 (year 2006),  Truck Traffic: 1%,  Features Intersected: S DEAN, NORDHOFF&CONRAIL,  Facility Carried by Structure: NJ RT 4
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>

Structure Number: 206177,  Location: 5.5 MI EAST OF RT 17 JCT (Lat: 40.880775,  Lng: -73.984500),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 2,785 (year 2006),  Truck Traffic: 1%,  Features Intersected: S DEAN, NORDHOFF&CONRAIL,  Facility Carried by Structure: NJ RT 4
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>

Structure Number: 206179,  Location: 5.0 MI EAST OF RT 17 (Lat: 40.878875,  Lng: -73.981103),  Route carried "under" structure: State highway 93,  Year Built: 1931,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 4%,  Features Intersected: GRAND AVE. (NJ 93,CR501),  Facility Carried by Structure: NJ RT 4
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 5.504,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

Find on map >>

Structure Number: 20618,  Location: 5.2 MI EAST OF RT 17 (Lat: 40.876747,  Lng: -73.977294),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 4%,  Features Intersected: BROAD AVE.,  Facility Carried by Structure: NJ ROUTE 4
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

Find on map >>

Structure Number: 206182,  Location: 6.6 MI EAST OF RT 17 (Lat: 40.873217,  Lng: -73.972950),  Route carried "under" structure: State highway 4,  Year Built: 1931,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 82,236 (year 2004),  Truck Traffic: 5%,  Features Intersected: NJ 4,  Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 15.482,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>

Structure Number: M12046,  Location: 1.5 MI N OF I-95 & I-80 (Lat: 40.875000,  Lng: -73.988333),  Route carried "under" structure: State highway 93,  Year Built: 1961,  Structure Length: 46.48m (152.49ft),  Average Daily Traffic: 16,233 (year ),  Features Intersected: GRND AV,FLT RCK BK,NRR,  Facility Carried by Structure: NJTP
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 193.862,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>

Structure Number: M1209,  Location: 0.5 MI W OF 95 4-JCT (Lat: 40.871667,  Lng: -73.981667),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 18,285 (year 2007),  Truck Traffic: 5%,  Features Intersected: BROAD AVENUE,  Facility Carried by Structure: NJTP
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 19.457,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.0m (72.2ft)