Bridge Statistics for Hillsdale, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 82ft / 25.0mTotal length
- $2,767,000Total costs
- 184,396Total average daily traffic
- 8,319Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hillsdale
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 41950-1959
- 11980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 42.9%Very good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Poor
- Bridge Condition - Channel
- 16.7%Excellent
- 16.7%Very good
- 16.7%Good
- 50.0%Satisfactory
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Structure Number: 20027A, Location: 0.61 MI E.OF PASCACK ROAD (Lat: 41.002581, Lng: -74.045581), Route carried "on" structure: County highway 112, Year Built: 1986, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 21,630 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,392 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASCACK BROOK, Facility Carried by Structure: HILLSDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, 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: Fair, Substructure: Satisfactory, Channel: Very good, 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: 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $11,000, Total Project Cost: $67,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 20027A, Location: 0.61 MI E.OF PASCACK ROAD (Lat: 41.002581, Lng: -74.045581), Route carried "on" structure: County highway 112, Year Built: 1986, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 21,630 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,392 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASCACK BROOK, Facility Carried by Structure: HILLSDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, 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: Fair, Substructure: Satisfactory, Channel: Very good, 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: 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $11,000, Total Project Cost: $67,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 20027B, Location: .24 MI S OF HILLSDALE AVE (Lat: 40.999439, Lng: -74.033939), Route carried "on" structure: County highway 503, Year Built: 1900, Year Reconstructed: 1970, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10,374 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,658 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASCACK BROOK, Facility Carried by Structure: KINDERKAMACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.595, 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: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,388,000, Roadway Improvement Cost: $280,000, Total Project Cost: $2,700,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20027B, Location: .24 MI S OF HILLSDALE AVE (Lat: 40.999439, Lng: -74.033939), Route carried "on" structure: County highway 503, Year Built: 1900, Year Reconstructed: 1970, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10,374 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,658 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASCACK BROOK, Facility Carried by Structure: KINDERKAMACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.595, 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: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,388,000, Roadway Improvement Cost: $280,000, Total Project Cost: $2,700,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20027C, Location: 0.07 MI S OF HILSDALE AVE (Lat: 41.001561, Lng: -74.042611), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 954 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,165 (year 2040), Design Load: HS 25 or greater, Features Intersected: PASCACK BROOK, Facility Carried by Structure: GLENDALE 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20027C, Location: 0.07 MI S OF HILSDALE AVE (Lat: 41.001561, Lng: -74.042611), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 954 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,165 (year 2040), Design Load: HS 25 or greater, Features Intersected: PASCACK BROOK, Facility Carried by Structure: GLENDALE 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 20027D, Location: 0.25 MI N.OF LAKE STREET (Lat: 40.998761, Lng: -74.038081), Route carried "on" structure: County highway 104, Year Built: 2000, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 14,083 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,184 (year 2040), Design Load: HS 20+Mod, 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: 14.0m (45.9ft), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 74.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20027D, Location: 0.25 MI N.OF LAKE STREET (Lat: 40.998761, Lng: -74.038081), Route carried "on" structure: County highway 104, Year Built: 2000, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 14,083 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,184 (year 2040), Design Load: HS 20+Mod, 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: 14.0m (45.9ft), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 74.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 20027E, Location: 0.1 MI S. of Laurence St (Lat: 40.998869, Lng: -74.035231), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,272 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,773 (year 2040), Design Load: HS 20+Mod, 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: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20027E, Location: 0.1 MI S. of Laurence St (Lat: 40.998869, Lng: -74.035231), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,272 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,773 (year 2040), Design Load: HS 20+Mod, 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: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 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: 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: June 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: 20027F, Location: 250 FT. E OF CEDAR LN. (Lat: 41.008731, Lng: -74.019689), Route carried "on" structure: County highway 114, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,870 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,240 (year 2040), Features Intersected: Holdrum Brook, Facility Carried by Structure: Piermont Avenue
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: May 2020
Structure Number: 20027F, Location: 250 FT. E OF CEDAR LN. (Lat: 41.008731, Lng: -74.019689), Route carried "on" structure: County highway 114, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,870 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,240 (year 2040), Features Intersected: Holdrum Brook, Facility Carried by Structure: Piermont Avenue
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: May 2020
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Structure Number: 361680T, Location: 4.75 MI N OF GSP&RT17 JCT (Lat: 41.006900, Lng: -74.070081), Route carried "on" structure: County highway 112, Year Built: 1956, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 17,214 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 21,005 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, 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, 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: 17.4m (57.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Bituminous
Structure Number: 361680T, Location: 4.75 MI N OF GSP&RT17 JCT (Lat: 41.006900, Lng: -74.070081), Route carried "on" structure: County highway 112, Year Built: 1956, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 17,214 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 21,005 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, 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, 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: 17.4m (57.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Bituminous
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Structure Number: 361684T, Location: 5 MI N OF GSP & RT17 JCT (Lat: 41.011781, Lng: -74.069939), Route carried "on" structure: County highway 71, Year Built: 1956, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,422 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,837 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: WIERIMUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, 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: 21.3m (69.9ft), 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: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Bituminous, Membrane: Preformed Fabric
Structure Number: 361684T, Location: 5 MI N OF GSP & RT17 JCT (Lat: 41.011781, Lng: -74.069939), Route carried "on" structure: County highway 71, Year Built: 1956, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,422 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,837 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: WIERIMUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, 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: 21.3m (69.9ft), 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: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Bituminous, Membrane: Preformed Fabric
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Structure Number: 361680T, Location: 4.75 MI N OF GSP&RT17 JCT (Lat: 41.006900, Lng: -74.070081), Route carried "under" structure: Other road GSP, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 54,112 (year 2020), Truck Traffic: 5%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: HILLSDALE AVENUE
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 270.418, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 361680T, Location: 4.75 MI N OF GSP&RT17 JCT (Lat: 41.006900, Lng: -74.070081), Route carried "under" structure: Other road GSP, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 54,112 (year 2020), Truck Traffic: 5%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: HILLSDALE AVENUE
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 270.418, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 361684T, Location: 5 MI N OF GSP & RT17 JCT (Lat: 41.011781, Lng: -74.069939), Route carried "under" structure: Other road GSP, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 50,465 (year 2020), Truck Traffic: 5%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: WIERIMUS ROAD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 271.014, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 361684T, Location: 5 MI N OF GSP & RT17 JCT (Lat: 41.011781, Lng: -74.069939), Route carried "under" structure: Other road GSP, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 50,465 (year 2020), Truck Traffic: 5%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: WIERIMUS ROAD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 271.014, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)