Bridge Statistics for Clarkstown, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 100711,  Location: 1.6 MI S JCT RTS 9W+303 (Lat: 41.151108,  Lng: -73.927581),  Route carried "on" structure: US 9W,  Year Built: 1925,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,014 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,220 (year 2025),  Design Load: H 20,  Features Intersected: ROCKLAND LK OUTLT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.270,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $332,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102766,  Location: 0.3 MI E JCT RTS 59+45 (Lat: 41.108044,  Lng: -74.039086),  Route carried "on" structure: State highway 59,  Year Built: 1931,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 22,079 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,911 (year 2027),  Design Load: HS 20,  Features Intersected: PASCACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.709,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 10.11m (33.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $4,627,000,  Roadway Improvement Cost: $2,686,000,  Total Project Cost: $7,313,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102767,  Location: 0.7 MI E JCT RTS 59+45 (Lat: 41.105008,  Lng: -74.032700),  Route carried "on" structure: State highway 59,  Year Built: 1931,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 22,079 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,911 (year 2027),  Design Load: HS 15,  Features Intersected: PASCACK RD CORD22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.350,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $4,627,000,  Roadway Improvement Cost: $2,686,000,  Total Project Cost: $7,313,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1027689,  Location: JCT RTS 59 & 87I-EXIT 14 (Lat: 41.102550,  Lng: -74.028114),  Route carried "on" structure: State highway 59,  Year Built: 1997,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 29,202 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,883 (year 2019),  Design Load: HS 25,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.816,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 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: Satisfactory,  Superstructure: Excellent,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $4,627,000,  Roadway Improvement Cost: $2,686,000,  Total Project Cost: $7,313,000 ( Estimate for 2007),  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: 41.090731,  Lng: -73.990583),  Route carried "on" structure: State highway 59,  Year Built: 1955,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 52,637 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,692 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.208,  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: 10.8m (35.4ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.1 metric tons,  Inventory Rating: 32.6 metric tons,  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 desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,040,000,  Roadway Improvement Cost: $619,000,  Total Project Cost: $1,659,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1027719,  Location: 1.0 MI E JCT RTE 59 + PIP (Lat: 41.092106,  Lng: -73.971986),  Route carried "on" structure: State highway 59,  Year Built: 1956,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 28,932 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,505 (year 2019),  Design Load: HS 20,  Features Intersected: CR23/STRAWTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.808,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $2,161,000,  Roadway Improvement Cost: $1,254,000,  Total Project Cost: $3,415,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1027721,  Location: .7 MI W JCT SH 59 & SH303 (Lat: 41.093464,  Lng: -73.964606),  Route carried "on" structure: State highway 59,  Year Built: 1929,  Year Reconstructed: 1958,  Status: Posted for load-capacity,  Structure Length: 9.96m (32.68ft),  Average Daily Traffic: 14,466 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,252 (year 2019),  Features Intersected: WESTERN HWY-CR 15, CSX T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.580,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.2 metric tons,  Inventory Rating: 17.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.96m (32.68ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $2,836,000,  Roadway Improvement Cost: $1,646,000,  Total Project Cost: $4,482,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1027722,  Location: .7 MI W JCT SH 59 & SH303 (Lat: 41.093464,  Lng: -73.964606),  Route carried "on" structure: State highway 59,  Year Built: 1958,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 14,466 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,252 (year 2019),  Design Load: HS 20,  Features Intersected: WESTERN HWY-CR 15, CSX T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.580,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.11m (33.17ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $2,675,000,  Roadway Improvement Cost: $1,553,000,  Total Project Cost: $4,228,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1027731,  Location: 0.6 MI W JCT RTS 59+303 (Lat: 41.100839,  Lng: -73.965514),  Route carried "on" structure: State highway 59,  Year Built: 1959,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 14,466 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,822 (year 2019),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $975,000,  Roadway Improvement Cost: $580,000,  Total Project Cost: $1,555,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1027732,  Location: 0.6 MI W JCT RTS 59+303 (Lat: 41.100839,  Lng: -73.965514),  Route carried "on" structure: State highway 59,  Year Built: 1959,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 14,466 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,822 (year 2019),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $961,000,  Roadway Improvement Cost: $572,000,  Total Project Cost: $1,533,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102774,  Location: JCT SH 59 & SH 303 (Lat: 41.093758,  Lng: -73.950361),  Route carried "on" structure: State highway 59,  Year Built: 1934,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 28,932 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,505 (year 2019),  Design Load: HS 20,  Features Intersected: RTE 303
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.586,  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: Satisfactory,  Operating Rating: 82.9 metric tons,  Inventory Rating: 29.3 metric tons,  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: January 2006,  Bridge Improvement Cost: $722,000,  Roadway Improvement Cost: $430,000,  Total Project Cost: $1,152,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10454,  Location: JCT SH 304 & I87/I287 (Lat: 41.102214,  Lng: -73.997647),  Route carried "on" structure: State highway 304,  Year Built: 1953,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 31,867 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,614 (year 2022),  Design Load: HS 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.738,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: 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: 25.2m (82.7ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: 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 2006,  Bridge Improvement Cost: $4,290,000,  Roadway Improvement Cost: $2,490,000,  Total Project Cost: $6,780,000 ( Estimate for 2007),  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: 41.106322,  Lng: -73.996619),  Route carried "on" structure: State highway 304,  Year Built: 1955,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 31,867 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,614 (year 2022),  Design Load: HS 20,  Features Intersected: 987C 987C85011082
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.751,  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: 24.6m (80.7ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: December 2006,  Bridge Improvement Cost: $2,650,000,  Roadway Improvement Cost: $1,538,000,  Total Project Cost: $4,188,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104542,  Location: 1.4 MI S JCT RTS 304+9W (Lat: 41.163194,  Lng: -73.967922),  Route carried "on" structure: State highway 304,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 12,699 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,779 (year 2026),  Design Load: HS 20,  Features Intersected: LK DEFOREST INLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.449,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present 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: July 2006,  Bridge Improvement Cost: $2,650,000,  Roadway Improvement Cost: $1,538,000,  Total Project Cost: $4,188,000 ( Estimate for 2007),  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: 41.096339,  Lng: -73.991164),  Route carried "on" structure: Other road ,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 62,979 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 91,427 (year 2018),  Design Load: HS 20,  Features Intersected: WEST NYACK ROAD,  Facility Carried by Structure: 987C 987C85011075
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.968,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 26.1m (85.6ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than 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: December 2006,  Bridge Improvement Cost: $1,112,000,  Roadway Improvement Cost: $662,000,  Total Project Cost: $1,774,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1068691,  Location: SB P. I. P. over I-87 (Lat: 41.101886,  Lng: -73.993328),  Route carried "on" structure: State lands road 987C,  Year Built: 2000,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 35,266 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,372 (year 2027),  Design Load: HS 25,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.253,  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: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,112,000,  Roadway Improvement Cost: $662,000,  Total Project Cost: $1,774,000 ( Estimate for 2007),  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: 41.101856,  Lng: -73.992744),  Route carried "on" structure: State lands road 987C,  Year Built: 2000,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 35,266 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,372 (year 2027),  Design Load: HS 25,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.253,  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: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,112,000,  Roadway Improvement Cost: $662,000,  Total Project Cost: $1,774,000 ( Estimate for 2007),  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: 41.109044,  Lng: -73.999197),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,680 (year 2001),  Design Load: HS 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: LUDVIGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,112,000,  Roadway Improvement Cost: $662,000,  Total Project Cost: $1,774,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106871,  Location: 1.2 MI N JCT PIP & SH 304 (Lat: 41.121417,  Lng: -74.007731),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,680 (year 2001),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: N MIDDLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  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,  Inventory Rating: 22.5 metric tons,  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: November 2006,  Bridge Improvement Cost: $1,369,000,  Roadway Improvement Cost: $815,000,  Total Project Cost: $2,184,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106872,  Location: 2.5 MI N JCT PIP+RTE 304 (Lat: 41.137725,  Lng: -74.017850),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,563 (year 2001),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: WESTCLARKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 10.3m (33.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: November 2006,  Bridge Improvement Cost: $1,369,000,  Roadway Improvement Cost: $815,000,  Total Project Cost: $2,184,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106873,  Location: 2.5 MI N JCT PIP+RTE 304 (Lat: 41.137725,  Lng: -74.017850),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,740 (year 2001),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: WESTCLARKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 10.3m (33.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: November 2006,  Bridge Improvement Cost: $1,369,000,  Roadway Improvement Cost: $815,000,  Total Project Cost: $2,184,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068969,  Location: JCT PIP+RTE 59 (Lat: 41.090731,  Lng: -73.990583),  Route carried "on" structure: State highway 59,  Year Built: 1955,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 42,785 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,899 (year 2020),  Design Load: HS 20,  Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.817,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  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: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: April 2006,  Bridge Improvement Cost: $1,040,000,  Roadway Improvement Cost: $619,000,  Total Project Cost: $1,659,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107733,  Location: 1000FT NW OF JCT 59 & 87I (Lat: 41.104344,  Lng: -74.031453),  Route carried "on" structure: State highway 59,  Year Built: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 22,079 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,911 (year 2027),  Design Load: HS 25,  Features Intersected: N BR PASCACK BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.641,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.9 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091221,  Location: 0.7 MI S JCT RTS 304+59 (Lat: 41.082936,  Lng: -74.002772),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 10,800 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,120 (year 2022),  Design Load: HS 20,  Features Intersected: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.460,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $2,710,000,  Roadway Improvement Cost: $1,573,000,  Total Project Cost: $4,283,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091222,  Location: 0.7 MI S JCT RTS 304+59 (Lat: 41.082936,  Lng: -74.002772),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 10,800 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,120 (year 2022),  Design Load: HS 20,  Features Intersected: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.467,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 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: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 91.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: May 2006,  Bridge Improvement Cost: $2,441,000,  Roadway Improvement Cost: $1,417,000,  Total Project Cost: $3,858,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091231,  Location: JCT SH 304 & SH 59 (Lat: 41.092186,  Lng: -73.998503),  Route carried "on" structure: State highway 304,  Year Built: 1967,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 6,292 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,809 (year 2022),  Features Intersected: RTE 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.601,  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: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 92.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of 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 2007,  Bridge Improvement Cost: $1,741,000,  Roadway Improvement Cost: $1,036,000,  Total Project Cost: $2,777,000 ( Estimate for 2007),  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: 41.092186,  Lng: -73.998503),  Route carried "on" structure: State highway 304,  Year Built: 1967,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 4,577 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,408 (year 2009),  Features Intersected: RTE 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.601,  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: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 2006,  Bridge Improvement Cost: $1,741,000,  Roadway Improvement Cost: $1,036,000,  Total Project Cost: $2,777,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222412,  Location: 5.8 MI E OF SUFFERN (Lat: 41.099900,  Lng: -74.032525),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,400 ,  Design Load: HS 20,  Features Intersected: PASCACK BROOK,  Facility Carried by Structure: OLD TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: May 2007,  Bridge Improvement Cost: $271,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $432,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22682,  Location: .125 MI N OF SH 304 (Lat: 41.160092,  Lng: -73.979586),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 133 ,  Design Load: HS 20+Mod,  Features Intersected: TRIB DEMAREST KLL,  Facility Carried by Structure: CRANFORD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 2.5m (8.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 76.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $592,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226889,  Location: .5 MI S JCT SH59 & CSX RR (Lat: 41.088425,  Lng: -73.966258),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 266 ,  Design Load: HS 25,  Features Intersected: NAURAUSHAUN BROOK,  Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 2.0m (6.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $336,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2269,  Location: 3.8MI N INT MAIN ST & 287 (Lat: 41.157414,  Lng: -73.985828),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,200 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,680 (year 2020),  Design Load: HS 25,  Features Intersected: DEMAREST KILL,  Facility Carried by Structure: SQUADRON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 75.4 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $474,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226916,  Location: 0.5 MI WEST JCT I87 & 303 (Lat: 41.100592,  Lng: -73.956453),  Route carried "on" structure: Business Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,650 ,  Design Load: HS 25,  Features Intersected: RTE I87,  Facility Carried by Structure: PALISADES CTR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 12 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: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 62.1 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $474,000 ( Estimate for 2007),  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: 41.094494,  Lng: -73.960283),  Route carried "on" structure: Business Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,650 ,  Design Load: HS 20,  Features Intersected: RTE 59, PALISADES CTR AC,  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: 6.0m (19.7ft),  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: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: March 2006,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $474,000 ( Estimate for 2007),  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: 41.093036,  Lng: -74.032672),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 1,600 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,085 ,  Design Load: HS 20+Mod,  Features Intersected: PASCACK BROOK,  Facility Carried by Structure: BLUE HERON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $474,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226989,  Location: 2.7 MI N JCT PIP & SH 304 (Lat: 41.142619,  Lng: -73.996367),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 200 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 266 (year 2022),  Design Load: HS 25,  Features Intersected: TB HACKENSACK RVR,  Facility Carried by Structure: TWIN ELMS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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),  Curb-To-Curb Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 75.1 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $251,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334575,  Location: 1.9 MI OF HAVERSTRAW (Lat: 41.171425,  Lng: -73.969628),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,500 ,  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER,  Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 80.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $447,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334577,  Location: 2.5 MI NW OF NYACK (Lat: 41.105389,  Lng: -73.966717),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 9,479 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,271 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: HACKENSACK RIVER,  Facility Carried by Structure: OLD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $512,000 ( Estimate for 2007),  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: 334578,  Location: .8 MI NW JCT I87 & SH 303 (Lat: 41.105092,  Lng: -73.964578),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,600 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,240 (year 2009),  Design Load: HS 20,  Features Intersected: CSX TRANS/RVR LNE,  Facility Carried by Structure: SNAKE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $512,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 334579,  Location: 2.2 MI SW OF NYACK (Lat: 41.086331,  Lng: -73.962839),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,606 ,  Features Intersected: HACKENSACK RIVER,  Facility Carried by Structure: WESTERN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $512,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33458,  Location: 1.7 MI SE OF MOUNT IVY (Lat: 41.182811,  Lng: -74.004586),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,100 ,  Design Load: HS 20,  Features Intersected: TRB HACKENSACK RV,  Facility Carried by Structure: LITTLE TOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $576,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $919,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334581,  Location: 2.7 MI S OF HAVERSTRAW (Lat: 41.159994,  Lng: -73.964514),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,954 ,  Features Intersected: DE FOREST LAKE,  Facility Carried by Structure: COUNTY ROAD 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 72.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: December 2006,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $353,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334582,  Location: 3.0 MI S OF HAVERSTRAW (Lat: 41.156103,  Lng: -73.959417),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 10,802 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,054 (year 2015),  Features Intersected: LAKE DE FOREST,  Facility Carried by Structure: CONGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: October 2004,  Bridge Improvement Cost: $1,056,000,  Roadway Improvement Cost: $629,000,  Total Project Cost: $1,685,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336476,  Location: .5 MI S EX 14A OF I87/287 (Lat: 41.088792,  Lng: -74.034486),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 840 ,  Features Intersected: PASCACK CREEK,  Facility Carried by Structure: CONVENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $762,000,  Roadway Improvement Cost: $453,000,  Total Project Cost: $1,215,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete