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

Find on map >>

Structure Number: 20027A,  Location: 0.5 MI E.OF PASCACK ROAD (Lat: 41.001667,  Lng: -74.045000),  Route carried "on" structure: County highway 112,  Year Built: 1986,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 18,821 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,585 (year 2026),  Design Load: HS 20,  Features Intersected: PASCACK BROOK,  Facility Carried by Structure: HILLSDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.649,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $52,000 ( Estimate for 2003),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20027B,  Location: .3 MI S OF HILLSDALE AVE (Lat: 40.998333,  Lng: -74.033333),  Route carried "on" structure: County highway 503,  Year Built: 1900,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 13,597 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,316 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PASCACK BROOK,  Facility Carried by Structure: KINDERKAMACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.209,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $94,000 ( Estimate for 2004),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 20027C,  Location: 0.2 MI.S.OF HILSDALE AVE. (Lat: 41.000000,  Lng: -74.041667),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,302 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,902 (year 2026),  Features Intersected: PASCACK BROOK,  Facility Carried by Structure: PATTERSON 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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 35.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,500,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 20027D,  Location: 0.25 MI N.OF LAKE STREET (Lat: 40.998333,  Lng: -74.050000),  Route carried "on" structure: County highway 104,  Year Built: 2000,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 14,851 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,821 (year 2026),  Design Load: HS 25,  Features Intersected: PASCACK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 20027E,  Location: 0.3 MI S. OF WASHINGTON A (Lat: 41.000000,  Lng: -74.033333),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,973 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,368 (year 2026),  Design Load: HS 25,  Features Intersected: PASCACK BROOK,  Facility Carried by Structure: FAIRVIEW AVE
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 361680T,  Location: 4.75 MI N OF GSP&RT17 JCT (Lat: 41.006667,  Lng: -74.070000),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 14,800 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,800 (year 2026),  Design Load: H 20,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: HILLSDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 361684T,  Location: 5 MI N OF GSP & RT17 JCT (Lat: 41.011667,  Lng: -74.070000),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 5,700 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,900 (year 2026),  Design Load: H 20,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: WIERIMUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.4m (70.2ft),  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: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2002),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 361692S,  Location: 6 MI N OF GSP & RT 17 JCT (Lat: 41.016667,  Lng: -74.070000),  Route carried "on" structure: Other road GSP,  Year Built: 1956,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 38,000 (year 2006),  Average Future Daily Traffic: 45,000 (year 2026),  Design Load: H 20,  Features Intersected: SADDLE RIVER ROAD,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.301,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $17,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 361693N,  Location: 6 MI N OF GSP & RT 17 JCT (Lat: 41.016667,  Lng: -74.070000),  Route carried "on" structure: Other road GSP,  Year Built: 1956,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 35,000 (year 2006),  Average Future Daily Traffic: 42,000 (year 2026),  Design Load: H 20,  Features Intersected: SADDLE RIVER ROAD,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.462,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Roadway Improvement Cost: $60,000,  Total Project Cost: $60,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 361680T,  Location: 4.75 MI N OF GSP&RT17 JCT (Lat: 41.006667,  Lng: -74.070000),  Route carried "under" structure: Other road GSP,  Year Built: 1956,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 49,000 (year 2006),  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: HILLSDALE AVENUE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 270.417,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

Find on map >>

Structure Number: 361684T,  Location: 5 MI N OF GSP & RT17 JCT (Lat: 41.011667,  Lng: -74.070000),  Route carried "under" structure: Other road GSP,  Year Built: 1956,  Structure Length: 6.78m (22.24ft),  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: WIERIMUS ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 271.014,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

Find on map >>

Structure Number: 361692S,  Location: 6 MI N OF GSP & RT 17 JCT (Lat: 41.016667,  Lng: -74.070000),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 42,000 (year 2004),  Features Intersected: SADDLE RIVER ROAD,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

Find on map >>

Structure Number: 361693N,  Location: 6 MI N OF GSP & RT 17 JCT (Lat: 41.016667,  Lng: -74.070000),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 4,400 (year 2006),  Truck Traffic: 1%,  Features Intersected: SADDLE RIVER ROAD,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 0.43m (1.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.7m (61.4ft)