Bridge Statistics for Clarkstown, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 91Number of bridges
- 551ft / 168mTotal length
- $237,306,000Total costs
- 2,208,194Total average daily traffic
- 81,863Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clarkstown
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 371950-1959
- 131960-1969
- 51980-1989
- 151990-1999
- 62000-2009
- 122010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.5%Excellent
- 47.4%Good
- 28.9%Satisfactory
- 13.2%Fair
- Bridge Condition - Superstructure
- 14.3%Excellent
- 21.4%Very good
- 9.5%Good
- 38.1%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 9.5%Excellent
- 7.1%Very good
- 23.8%Good
- 28.6%Satisfactory
- 28.6%Fair
- 2.4%Poor
- Bridge Condition - Channel
- 3.7%Very good
- 18.5%Good
- 48.1%Satisfactory
- 25.9%Fair
- 3.7%Poor
- Bridge Condition - Culverts
- 40.0%Good
- 53.3%Satisfactory
- 6.7%Fair
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Structure Number: 100711, Location: 1.6 MI S JCT RTS 9W+303 (Lat: 41.151128, Lng: -73.927706), Route carried "on" structure: US 9W, Year Built: 2016, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,533 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 7,936 (year 2040), Design Load: HL 93, Features Intersected: ROCKLAND LK OUTLT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.198, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $515,000, Total Project Cost: $1,395,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100711, Location: 1.6 MI S JCT RTS 9W+303 (Lat: 41.151128, Lng: -73.927706), Route carried "on" structure: US 9W, Year Built: 2016, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,533 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 7,936 (year 2040), Design Load: HL 93, Features Intersected: ROCKLAND LK OUTLT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.198, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $515,000, Total Project Cost: $1,395,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1027689, Location: JCT RTS 59 & 87I-EXIT 14 (Lat: 41.102528, Lng: -74.027961), Route carried "on" structure: State highway 59, Year Built: 1997, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 35,342 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 35,508 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX SB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.419, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.49m (24.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,891,000, Roadway Improvement Cost: $5,792,000, Total Project Cost: $15,684,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 1027689, Location: JCT RTS 59 & 87I-EXIT 14 (Lat: 41.102528, Lng: -74.027961), Route carried "on" structure: State highway 59, Year Built: 1997, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 35,342 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 35,508 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX SB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.419, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.49m (24.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,891,000, Roadway Improvement Cost: $5,792,000, Total Project Cost: $15,684,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 1027709, Location: JCT RTE 59 + PIP INT 8 (Lat: 41.090661, Lng: -73.990700), Route carried "on" structure: State highway 59, Year Built: 1955, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 42,633 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 42,833 (year 2040), Design Load: HS 20, Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.878, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 84.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,603,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $4,127,000 ( Estimate for 2021)
Structure Number: 1027709, Location: JCT RTE 59 + PIP INT 8 (Lat: 41.090661, Lng: -73.990700), Route carried "on" structure: State highway 59, Year Built: 1955, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 42,633 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 42,833 (year 2040), Design Load: HS 20, Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.878, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 84.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,603,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $4,127,000 ( Estimate for 2021)
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Structure Number: 1027711, Location: 1.0 MI E JCT RTS 59 & PIP (Lat: 41.092142, Lng: -73.972089), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: SICKLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.455, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.9 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: 46.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $608,000, Total Project Cost: $1,646,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1027711, Location: 1.0 MI E JCT RTS 59 & PIP (Lat: 41.092142, Lng: -73.972089), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: SICKLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.455, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.9 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: 46.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $608,000, Total Project Cost: $1,646,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1027712, Location: 1.0 MI E JCT RTS 59 & PIP (Lat: 41.092008, Lng: -73.972150), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: SICKLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.455, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.9 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: 46.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $608,000, Total Project Cost: $1,646,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1027712, Location: 1.0 MI E JCT RTS 59 & PIP (Lat: 41.092008, Lng: -73.972150), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: SICKLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.455, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.9 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: 46.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $608,000, Total Project Cost: $1,646,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1027721, Location: .7 MI W JCT SH 59 & SH303 (Lat: 41.093444, Lng: -73.964814), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: WESTERN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.051, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 44.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,560,000, Roadway Improvement Cost: $914,000, Total Project Cost: $2,474,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1027721, Location: .7 MI W JCT SH 59 & SH303 (Lat: 41.093444, Lng: -73.964814), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: WESTERN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.051, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 44.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,560,000, Roadway Improvement Cost: $914,000, Total Project Cost: $2,474,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1027722, Location: .7 MI W JCT SH 59 & SH303 (Lat: 41.093322, Lng: -73.964803), Route carried "on" structure: State highway 59, Year Built: 2012, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: WESTERN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.083, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 21.9m (71.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.6 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: 43.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $771,000, Total Project Cost: $2,087,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1027722, Location: .7 MI W JCT SH 59 & SH303 (Lat: 41.093322, Lng: -73.964803), Route carried "on" structure: State highway 59, Year Built: 2012, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: WESTERN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.083, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 21.9m (71.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.6 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: 43.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $771,000, Total Project Cost: $2,087,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1027731, Location: 0.6 MI W JCT RTS 59+303 (Lat: 41.094422, Lng: -73.961094), Route carried "on" structure: State highway 59, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.421, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.9 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: 46.3 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $2,324,000, Roadway Improvement Cost: $1,361,000, Total Project Cost: $3,685,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1027731, Location: 0.6 MI W JCT RTS 59+303 (Lat: 41.094422, Lng: -73.961094), Route carried "on" structure: State highway 59, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.421, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.9 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: 46.3 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $2,324,000, Roadway Improvement Cost: $1,361,000, Total Project Cost: $3,685,000 ( 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: 1027732, Location: 0.6 MI W JCT RTS 59+303 (Lat: 41.094325, Lng: -73.960953), Route carried "on" structure: State highway 59, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.421, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $2,061,000, Roadway Improvement Cost: $1,207,000, Total Project Cost: $3,268,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1027732, Location: 0.6 MI W JCT RTS 59+303 (Lat: 41.094325, Lng: -73.960953), Route carried "on" structure: State highway 59, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.421, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $2,061,000, Roadway Improvement Cost: $1,207,000, Total Project Cost: $3,268,000 ( 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: 102774, Location: JCT SH 59 & SH 303 (Lat: 41.093783, Lng: -73.950511), Route carried "on" structure: State highway 59, Year Built: 1934, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25,040 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 25,157 (year 2040), Design Load: HS 20, Features Intersected: RTE 303
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.322, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,870,000, Roadway Improvement Cost: $1,095,000, Total Project Cost: $2,965,000 ( Estimate for 2021)
Structure Number: 102774, Location: JCT SH 59 & SH 303 (Lat: 41.093783, Lng: -73.950511), Route carried "on" structure: State highway 59, Year Built: 1934, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25,040 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 25,157 (year 2040), Design Load: HS 20, Features Intersected: RTE 303
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.322, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,870,000, Roadway Improvement Cost: $1,095,000, Total Project Cost: $2,965,000 ( Estimate for 2021)
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Structure Number: 10454, Location: JCT SH 304 & I87/I287 (Lat: 41.102119, Lng: -73.997436), Route carried "on" structure: State highway 304, Year Built: 1953, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 23,492 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 23,602 (year 2040), Design Load: HS 20, Features Intersected: 87IX SB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.710, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.1 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: 40.8 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $7,564,000, Roadway Improvement Cost: $4,429,000, Total Project Cost: $11,993,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 10454, Location: JCT SH 304 & I87/I287 (Lat: 41.102119, Lng: -73.997436), Route carried "on" structure: State highway 304, Year Built: 1953, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 23,492 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 23,602 (year 2040), Design Load: HS 20, Features Intersected: 87IX SB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.710, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.1 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: 40.8 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $7,564,000, Roadway Improvement Cost: $4,429,000, Total Project Cost: $11,993,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 104541, Location: JCT RTE 304+PIP (Lat: 41.106269, Lng: -73.996603), Route carried "on" structure: State highway 304, Year Built: 1955, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 23,492 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 23,602 (year 2040), Design Load: HS 20, Features Intersected: 987C 987C85011083 WB, RT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.176, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.5 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,555,000, Roadway Improvement Cost: $3,838,000, Total Project Cost: $10,393,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104541, Location: JCT RTE 304+PIP (Lat: 41.106269, Lng: -73.996603), Route carried "on" structure: State highway 304, Year Built: 1955, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 23,492 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 23,602 (year 2040), Design Load: HS 20, Features Intersected: 987C 987C85011083 WB, RT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.176, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.5 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,555,000, Roadway Improvement Cost: $3,838,000, Total Project Cost: $10,393,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104542, Location: 1.4 MI S JCT RTS 304+9W (Lat: 41.163164, Lng: -73.968100), Route carried "on" structure: State highway 304, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 10,615 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 10,664 (year 2040), Design Load: HS 20, Features Intersected: LK DEFOREST INLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.433, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,519,000, Roadway Improvement Cost: $889,000, Total Project Cost: $2,408,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104542, Location: 1.4 MI S JCT RTS 304+9W (Lat: 41.163164, Lng: -73.968100), Route carried "on" structure: State highway 304, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 10,615 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 10,664 (year 2040), Design Load: HS 20, Features Intersected: LK DEFOREST INLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.433, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,519,000, Roadway Improvement Cost: $889,000, Total Project Cost: $2,408,000 ( 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: 1068689, Location: 3.7 MI N JCT PIP+RTE 59 (Lat: 41.096303, Lng: -73.991083), Route carried "on" structure: Other road 987C, Year Built: 1956, Status: Open, Structure Length: 1.77m (5.81ft), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: WEST NYACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.116, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,257,000, Roadway Improvement Cost: $1,907,000, Total Project Cost: $5,164,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1068689, Location: 3.7 MI N JCT PIP+RTE 59 (Lat: 41.096303, Lng: -73.991083), Route carried "on" structure: Other road 987C, Year Built: 1956, Status: Open, Structure Length: 1.77m (5.81ft), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: WEST NYACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.116, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,257,000, Roadway Improvement Cost: $1,907,000, Total Project Cost: $5,164,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1068691, Location: SB P. I. P. over I-87 (Lat: 41.101919, Lng: -73.993025), Route carried "on" structure: Other road 987C, Year Built: 2000, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 32,247 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 45,490 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-87 NB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.711, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,381,000, Roadway Improvement Cost: $3,737,000, Total Project Cost: $10,118,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 1068691, Location: SB P. I. P. over I-87 (Lat: 41.101919, Lng: -73.993025), Route carried "on" structure: Other road 987C, Year Built: 2000, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 32,247 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 45,490 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-87 NB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.711, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,381,000, Roadway Improvement Cost: $3,737,000, Total Project Cost: $10,118,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 1068692, Location: NB P. I. P. over I-87 (Lat: 41.101903, Lng: -73.992689), Route carried "on" structure: Other road 987C, Year Built: 2000, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 32,247 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 45,490 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.711, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,293,000, Roadway Improvement Cost: $3,685,000, Total Project Cost: $9,979,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 1068692, Location: NB P. I. P. over I-87 (Lat: 41.101903, Lng: -73.992689), Route carried "on" structure: Other road 987C, Year Built: 2000, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 32,247 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 45,490 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.711, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,293,000, Roadway Improvement Cost: $3,685,000, Total Project Cost: $9,979,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 10687, Location: 0.2 MI N JCT PIP+RTE 304 (Lat: 41.109061, Lng: -73.999058), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 6,549 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,955 (year 2040), Design Load: HS 20, Features Intersected: 987C987C85011085 NB, RTE, Facility Carried by Structure: LUDVIGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Lanes under structure: 4, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,267,000, Roadway Improvement Cost: $2,499,000, Total Project Cost: $6,766,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 10687, Location: 0.2 MI N JCT PIP+RTE 304 (Lat: 41.109061, Lng: -73.999058), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 6,549 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,955 (year 2040), Design Load: HS 20, Features Intersected: 987C987C85011085 NB, RTE, Facility Carried by Structure: LUDVIGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Lanes under structure: 4, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,267,000, Roadway Improvement Cost: $2,499,000, Total Project Cost: $6,766,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 106871, Location: 1.2 MI N JCT PIP & SH 304 (Lat: 41.121367, Lng: -74.007703), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 5,271 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,403 (year 2040), Design Load: H 20, Features Intersected: 987C 987C85011095, RTE 9, Facility Carried by Structure: N MIDDLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.137, Lanes on structure: 3, Lanes under structure: 6, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Superstructure: Good, Substructure: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,288,000, Roadway Improvement Cost: $1,925,000, Total Project Cost: $5,213,000 ( Estimate for 2021)
Structure Number: 106871, Location: 1.2 MI N JCT PIP & SH 304 (Lat: 41.121367, Lng: -74.007703), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 5,271 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,403 (year 2040), Design Load: H 20, Features Intersected: 987C 987C85011095, RTE 9, Facility Carried by Structure: N MIDDLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.137, Lanes on structure: 3, Lanes under structure: 6, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Superstructure: Good, Substructure: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,288,000, Roadway Improvement Cost: $1,925,000, Total Project Cost: $5,213,000 ( Estimate for 2021)
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Structure Number: 106872, Location: 2.5 MI N JCT PIP+RTE 304 (Lat: 41.137972, Lng: -74.017508), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,315 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 6,456 (year 2040), Design Load: H 20, Features Intersected: RTE 987C, Facility Carried by Structure: WESTCLARKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,319,000, Roadway Improvement Cost: $1,358,000, Total Project Cost: $3,677,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 106872, Location: 2.5 MI N JCT PIP+RTE 304 (Lat: 41.137972, Lng: -74.017508), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,315 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 6,456 (year 2040), Design Load: H 20, Features Intersected: RTE 987C, Facility Carried by Structure: WESTCLARKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,319,000, Roadway Improvement Cost: $1,358,000, Total Project Cost: $3,677,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106873, Location: 2.5 MI N JCT PIP+RTE 304 (Lat: 41.137733, Lng: -74.018033), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,315 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 6,456 (year 2040), Design Load: H 20, Features Intersected: RTE 987C, Facility Carried by Structure: WESTCLARKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Lanes under structure: 2, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,399,000, Roadway Improvement Cost: $1,405,000, Total Project Cost: $3,805,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 106873, Location: 2.5 MI N JCT PIP+RTE 304 (Lat: 41.137733, Lng: -74.018033), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,315 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 6,456 (year 2040), Design Load: H 20, Features Intersected: RTE 987C, Facility Carried by Structure: WESTCLARKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Lanes under structure: 2, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,399,000, Roadway Improvement Cost: $1,405,000, Total Project Cost: $3,805,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1068969, Location: JCT PIP+RTE 59 (Lat: 41.090772, Lng: -73.990714), Route carried "on" structure: State highway 59, Year Built: 1955, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 42,633 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 42,833 (year 2040), Design Load: HS 20, Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.895, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 84.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,517,000, Roadway Improvement Cost: $1,474,000, Total Project Cost: $3,992,000 ( Estimate for 2021)
Structure Number: 1068969, Location: JCT PIP+RTE 59 (Lat: 41.090772, Lng: -73.990714), Route carried "on" structure: State highway 59, Year Built: 1955, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 42,633 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 42,833 (year 2040), Design Load: HS 20, Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.895, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 84.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,517,000, Roadway Improvement Cost: $1,474,000, Total Project Cost: $3,992,000 ( Estimate for 2021)
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Structure Number: 107733, Location: 1000FT NW OF JCT 59 & 87I (Lat: 41.104436, Lng: -74.031525), Route carried "on" structure: State highway 59, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 17,385 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 17,466 (year 2040), Design Load: HS 25 or greater, Features Intersected: N BR PASCACK BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.097, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $206,000, Total Project Cost: $558,000 ( Estimate for 2021)
Structure Number: 107733, Location: 1000FT NW OF JCT 59 & 87I (Lat: 41.104436, Lng: -74.031525), Route carried "on" structure: State highway 59, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 17,385 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 17,466 (year 2040), Design Load: HS 25 or greater, Features Intersected: N BR PASCACK BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.097, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $206,000, Total Project Cost: $558,000 ( Estimate for 2021)
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Structure Number: 1078961, Location: 0.6 MI W JCT SH 59 & SH 3 (Lat: 41.093722, Lng: -73.964272), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 83.3 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: 57.7 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $966,000, Total Project Cost: $2,615,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 1078961, Location: 0.6 MI W JCT SH 59 & SH 3 (Lat: 41.093722, Lng: -73.964272), Route carried "on" structure: State highway 59, Year Built: 2011, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 83.3 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: 57.7 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $966,000, Total Project Cost: $2,615,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 1078962, Location: 0.6 MI W JCT SH 59 & SH 3 (Lat: 41.093517, Lng: -73.964181), Route carried "on" structure: State highway 59, Year Built: 2012, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: CSX Transportation
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.6 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: 43.4 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,511,000, Roadway Improvement Cost: $885,000, Total Project Cost: $2,396,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 1078962, Location: 0.6 MI W JCT SH 59 & SH 3 (Lat: 41.093517, Lng: -73.964181), Route carried "on" structure: State highway 59, Year Built: 2012, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,520 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2040), Design Load: HL 93, Features Intersected: CSX Transportation
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.6 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: 43.4 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,511,000, Roadway Improvement Cost: $885,000, Total Project Cost: $2,396,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 1091221, Location: 0.7 MI S JCT RTS 304+59 (Lat: 41.082931, Lng: -74.002783), Route carried "on" structure: State highway 304, Year Built: 1968, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 10,057 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 10,104 (year 2040), Design Load: HS 20, Features Intersected: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 61.9 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: 47.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.31m (40.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,587,000, Roadway Improvement Cost: $2,686,000, Total Project Cost: $7,274,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 1091221, Location: 0.7 MI S JCT RTS 304+59 (Lat: 41.082931, Lng: -74.002783), Route carried "on" structure: State highway 304, Year Built: 1968, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 10,057 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 10,104 (year 2040), Design Load: HS 20, Features Intersected: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 61.9 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: 47.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.31m (40.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,587,000, Roadway Improvement Cost: $2,686,000, Total Project Cost: $7,274,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1091222, Location: 0.7 MI S JCT RTS 304+59 (Lat: 41.082750, Lng: -74.002750), Route carried "on" structure: State highway 304, Year Built: 1968, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 10,057 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 10,104 (year 2040), Design Load: HS 20, Features Intersected: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: 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: August 2020, Bridge Improvement Cost: $4,157,000, Roadway Improvement Cost: $2,434,000, Total Project Cost: $6,592,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 1091222, Location: 0.7 MI S JCT RTS 304+59 (Lat: 41.082750, Lng: -74.002750), Route carried "on" structure: State highway 304, Year Built: 1968, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 10,057 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 10,104 (year 2040), Design Load: HS 20, Features Intersected: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: 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: August 2020, Bridge Improvement Cost: $4,157,000, Roadway Improvement Cost: $2,434,000, Total Project Cost: $6,592,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1091231, Location: JCT SH 304 & SH 59 (Lat: 41.092306, Lng: -73.998503), Route carried "on" structure: State highway 304, Year Built: 1967, Year Reconstructed: 1994, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 11,746 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 11,801 (year 2040), Features Intersected: 59 59 850 11102 EB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.4 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: 50.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,027,000, Roadway Improvement Cost: $1,773,000, Total Project Cost: $4,800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1091231, Location: JCT SH 304 & SH 59 (Lat: 41.092306, Lng: -73.998503), Route carried "on" structure: State highway 304, Year Built: 1967, Year Reconstructed: 1994, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 11,746 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 11,801 (year 2040), Features Intersected: 59 59 850 11102 EB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.4 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: 50.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,027,000, Roadway Improvement Cost: $1,773,000, Total Project Cost: $4,800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1091232, Location: JCT SH 59 & SH 304 (Lat: 41.092075, Lng: -73.998331), Route carried "on" structure: State highway 304, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 11,746 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 11,801 (year 2040), Features Intersected: 59 59 85011103 EB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.6 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: 55.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,085,000, Roadway Improvement Cost: $1,807,000, Total Project Cost: $4,892,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 1091232, Location: JCT SH 59 & SH 304 (Lat: 41.092075, Lng: -73.998331), Route carried "on" structure: State highway 304, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 11,746 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 11,801 (year 2040), Features Intersected: 59 59 85011103 EB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.6 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: 55.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,085,000, Roadway Improvement Cost: $1,807,000, Total Project Cost: $4,892,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222412, Location: 5.8 MI E OF SUFFERN (Lat: 41.099858, Lng: -74.032747), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,975 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,918 (year 2040), Design Load: HS 20, Features Intersected: PASCACK BROOK, Facility Carried by Structure: OLD TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $202,000, Total Project Cost: $548,000 ( Estimate for 2021)
Structure Number: 222412, Location: 5.8 MI E OF SUFFERN (Lat: 41.099858, Lng: -74.032747), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,975 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,918 (year 2040), Design Load: HS 20, Features Intersected: PASCACK BROOK, Facility Carried by Structure: OLD TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $202,000, Total Project Cost: $548,000 ( Estimate for 2021)
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Structure Number: 22682, Location: .125 MI N OF SH 304 (Lat: 41.163883, Lng: -73.980006), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Features Intersected: TRIBUTARY to DEMAREST KI, Facility Carried by Structure: CRANFORD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $293,000, Total Project Cost: $793,000 ( Estimate for 2021)
Structure Number: 22682, Location: .125 MI N OF SH 304 (Lat: 41.163883, Lng: -73.980006), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Features Intersected: TRIBUTARY to DEMAREST KI, Facility Carried by Structure: CRANFORD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $293,000, Total Project Cost: $793,000 ( Estimate for 2021)
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Structure Number: 226889, Location: .5 MI S JCT SH59 & CSX RR (Lat: 41.089169, Lng: -74.009239), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,484 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,661 (year 2040), Design Load: HS 25 or greater, Features Intersected: NAURAUSHAUN BROOK, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $157,000, Total Project Cost: $426,000 ( Estimate for 2021)
Structure Number: 226889, Location: .5 MI S JCT SH59 & CSX RR (Lat: 41.089169, Lng: -74.009239), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,484 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,661 (year 2040), Design Load: HS 25 or greater, Features Intersected: NAURAUSHAUN BROOK, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $157,000, Total Project Cost: $426,000 ( Estimate for 2021)
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Structure Number: 2269, Location: 3.8MI N INT MAIN ST & 287 (Lat: 41.157361, Lng: -73.984997), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,448 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,027 (year 2038), Design Load: HS 25 or greater, Features Intersected: DEMAREST KILL, Facility Carried by Structure: SQUADRON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $268,000, Total Project Cost: $725,000 ( Estimate for 2021)
Structure Number: 2269, Location: 3.8MI N INT MAIN ST & 287 (Lat: 41.157361, Lng: -73.984997), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,448 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,027 (year 2038), Design Load: HS 25 or greater, Features Intersected: DEMAREST KILL, Facility Carried by Structure: SQUADRON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $268,000, Total Project Cost: $725,000 ( Estimate for 2021)
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Structure Number: 226916, Location: 0.5 MI WEST JCT I87 & 303 (Lat: 41.100547, Lng: -73.956506), Route carried "on" structure: Business Other road , Year Built: 1997, Status: Open, Structure Length: 6.68m (21.92ft), Truck Traffic: 5%, Design Load: HS 25 or greater, Features Intersected: 87IX, RTE I87, Facility Carried by Structure: PALISADES CTR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Lanes under structure: 10, Owner: Town or Township Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,085,000, Roadway Improvement Cost: $3,564,000, Total Project Cost: $9,649,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 226916, Location: 0.5 MI WEST JCT I87 & 303 (Lat: 41.100547, Lng: -73.956506), Route carried "on" structure: Business Other road , Year Built: 1997, Status: Open, Structure Length: 6.68m (21.92ft), Truck Traffic: 5%, Design Load: HS 25 or greater, Features Intersected: 87IX, RTE I87, Facility Carried by Structure: PALISADES CTR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Lanes under structure: 10, Owner: Town or Township Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,085,000, Roadway Improvement Cost: $3,564,000, Total Project Cost: $9,649,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226917, Location: .5 MI W JCT SH59 & SH303 (Lat: 41.094394, Lng: -73.955831), Route carried "on" structure: Business Other road , Year Built: 1997, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2029), Design Load: HS 20, Features Intersected: 59-59 85011124 WB, RT, Facility Carried by Structure: PALISADES CTR DRV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.7 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: 26.2 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,342,000, Roadway Improvement Cost: $786,000, Total Project Cost: $2,128,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 226917, Location: .5 MI W JCT SH59 & SH303 (Lat: 41.094394, Lng: -73.955831), Route carried "on" structure: Business Other road , Year Built: 1997, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2029), Design Load: HS 20, Features Intersected: 59-59 85011124 WB, RT, Facility Carried by Structure: PALISADES CTR DRV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.7 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: 26.2 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,342,000, Roadway Improvement Cost: $786,000, Total Project Cost: $2,128,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226941, Location: 0.5 M SE INT I87-G S PKWY (Lat: 41.095006, Lng: -74.032464), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 563 (year 2035), Design Load: HS 20+Mod, Features Intersected: PASCACK BROOK, Facility Carried by Structure: BLUE HERON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $944,000, Roadway Improvement Cost: $553,000, Total Project Cost: $1,497,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226941, Location: 0.5 M SE INT I87-G S PKWY (Lat: 41.095006, Lng: -74.032464), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 563 (year 2035), Design Load: HS 20+Mod, Features Intersected: PASCACK BROOK, Facility Carried by Structure: BLUE HERON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $944,000, Roadway Improvement Cost: $553,000, Total Project Cost: $1,497,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226989, Location: 2.7 MI N JCT PIP & SH 304 (Lat: 41.143089, Lng: -73.996900), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Truck Traffic: 5%, Design Load: HS 25 or greater, Features Intersected: TRIBUTARY TO HACKENSACK, Facility Carried by Structure: TWIN ELMS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.2 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: 58.0 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $216,000, Total Project Cost: $586,000 ( Estimate for 2021)
Structure Number: 226989, Location: 2.7 MI N JCT PIP & SH 304 (Lat: 41.143089, Lng: -73.996900), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Truck Traffic: 5%, Design Load: HS 25 or greater, Features Intersected: TRIBUTARY TO HACKENSACK, Facility Carried by Structure: TWIN ELMS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.2 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: 58.0 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $216,000, Total Project Cost: $586,000 ( Estimate for 2021)
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Structure Number: 334575, Location: 1.9 MI OF HAVERSTRAW (Lat: 41.171378, Lng: -73.969758), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,993 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,421 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.974, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $504,000, Total Project Cost: $1,365,000 ( Estimate for 2021)
Structure Number: 334575, Location: 1.9 MI OF HAVERSTRAW (Lat: 41.171378, Lng: -73.969758), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,993 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,421 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.974, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $504,000, Total Project Cost: $1,365,000 ( Estimate for 2021)