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

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Structure Number: 104534,  Location: 1 MI S JCT SH 303 & PIP (Lat: 41.021539,  Lng: -73.942386),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 22,218 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,105 (year 2026),  Features Intersected: WASHINGTN ST-CR 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.636,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $617,000,  Roadway Improvement Cost: $367,000,  Total Project Cost: $984,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104535,  Location: 0.4 MI S JCT SH 303 & PIP (Lat: 41.030567,  Lng: -73.944417),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 22,218 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,105 (year 2026),  Design Load: H 20,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.249,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $376,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104536,  Location: JCT RTE 303+PIP (Lat: 41.035833,  Lng: -73.946047),  Route carried "on" structure: State highway 303,  Year Built: 1958,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 22,218 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,105 (year 2026),  Design Load: H 20,  Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.225,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Inventory Rating: 23.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $2,225,000,  Roadway Improvement Cost: $1,292,000,  Total Project Cost: $3,517,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104537,  Location: 0.7 MI N JCT RTE 303+PIP (Lat: 41.045869,  Lng: -73.945256),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 23,468 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,855 (year 2027),  Design Load: HS 20,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.472,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $2,225,000,  Roadway Improvement Cost: $1,292,000,  Total Project Cost: $3,517,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104538,  Location: 1.1 MI N JCT RTE 303+PIP (Lat: 41.051289,  Lng: -73.945883),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 22,484 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,478 (year 2025),  Design Load: HS 20,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.451,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,225,000,  Roadway Improvement Cost: $1,292,000,  Total Project Cost: $3,517,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104618,  Location: JCT RTS 340+PIP (Lat: 41.017711,  Lng: -73.928806),  Route carried "on" structure: State highway 340,  Year Built: 1954,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 3,516 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,922 (year 2022),  Design Load: H 20,  Features Intersected: 987C 987C85011010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.163,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  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: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Inventory Rating: 23.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $728,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $1,161,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068529,  Location: 0.8 MI S JCT PIP+RTE 340 (Lat: 41.007331,  Lng: -73.921492),  Route carried "on" structure: State lands road 987C,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 49,681 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,553 (year 2026),  Design Load: H 20,  Features Intersected: CR 33-CLOSTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.127,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 30 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: 18.7m (61.4ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Inventory Rating: 23.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,057,000,  Roadway Improvement Cost: $629,000,  Total Project Cost: $1,686,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106853,  Location: .5 MI S JCT PIP & SH 340 (Lat: 41.012008,  Lng: -73.923700),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.33m (17.49ft),  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: OAK TREE 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: 10.9m (35.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Inventory Rating: 24.1 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: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,686,000,  Roadway Improvement Cost: $1,003,000,  Total Project Cost: $2,689,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068549,  Location: .2 MI NW JCT PIP & SH 340 (Lat: 41.019772,  Lng: -73.931375),  Route carried "on" structure: Other road 987C,  Year Built: 1954,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 49,761 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 64,744 (year 2022),  Design Load: H 20,  Features Intersected: LOWER SPARKILL CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.831,  Lanes on structure: 4,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $392,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068559,  Location: .4 MI N JCT PIP & SH 340 (Lat: 41.021650,  Lng: -73.933939),  Route carried "on" structure: State lands road 987C,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 49,681 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,553 (year 2026),  Features Intersected: RECREATION TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.119,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.3 metric tons,  Inventory Rating: 23.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,143,000,  Roadway Improvement Cost: $1,244,000,  Total Project Cost: $3,387,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106856,  Location: 0.5 MI N JCT PIP+RTE 340 (Lat: 41.023186,  Lng: -73.935411),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,680 (year 2001),  Features Intersected: RTE 987C,  Facility Carried by Structure: WASHINGTON STREET
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: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  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: 10.4m (34.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Inventory Rating: 22.7 metric tons,  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: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,243,000,  Roadway Improvement Cost: $740,000,  Total Project Cost: $1,983,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106857,  Location: 1.1 MI N JCT PIP+RTE 340 (Lat: 41.030556,  Lng: -73.940433),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.31m (7.58ft),  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: KINGS HIGHWAY
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Inventory Rating: 22.8 metric tons,  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: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $732,000,  Roadway Improvement Cost: $436,000,  Total Project Cost: $1,168,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106858,  Location: 1.1 MI N JCT PIP+RTE 340 (Lat: 41.030514,  Lng: -73.939694),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,680 (year 2001),  Features Intersected: RTE 987C,  Facility Carried by Structure: KINGS HIGHWAY
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 58.0 metric tons,  Inventory Rating: 22.8 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: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $732,000,  Roadway Improvement Cost: $436,000,  Total Project Cost: $1,168,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068591,  Location: 1.2 MI N JCT PIP+RTE 340 (Lat: 41.032114,  Lng: -73.941289),  Route carried "on" structure: State lands road 987C,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 24,841 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,777 (year 2026),  Design Load: H 20,  Features Intersected: UPPER SPARKILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.130,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 68.1 metric tons,  Inventory Rating: 29.3 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: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $507,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068592,  Location: 1.2 MI N JCT PIP+RTE 340 (Lat: 41.032114,  Lng: -73.941289),  Route carried "on" structure: State lands road 987C,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 24,841 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,777 (year 2026),  Design Load: H 20,  Features Intersected: UPPER SPARKILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.130,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 68.1 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $507,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068609,  Location: 0.2 MI N JCT PIP+RTE 303 (Lat: 41.037847,  Lng: -73.949583),  Route carried "on" structure: State lands road 987C,  Year Built: 2001,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 55,960 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,344 (year 2026),  Design Load: HS 25,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.617,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $507,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1068619,  Location: .3 MI N JCT PIP & SH 303 (Lat: 41.038517,  Lng: -73.950822),  Route carried "on" structure: State lands road 987C,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 55,960 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,344 (year 2026),  Design Load: H 20,  Features Intersected: WESTERN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.623,  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: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.9 metric tons,  Inventory Rating: 23.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $1,144,000,  Roadway Improvement Cost: $681,000,  Total Project Cost: $1,825,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1068629,  Location: 1.0 MI N JCT PIP+RTE 303 (Lat: 41.045647,  Lng: -73.958597),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.77m (9.09ft),  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: ORANGEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Inventory Rating: 23.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $2,108,000,  Roadway Improvement Cost: $1,224,000,  Total Project Cost: $3,332,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068639,  Location: 1.7 MI N JCT PIP+RTE 303 (Lat: 41.054606,  Lng: -73.964847),  Route carried "on" structure: State lands road 987C,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 56,582 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 79,215 (year 2027),  Design Load: H 20,  Features Intersected: CONVENT RD CR 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.288,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,284,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,048,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106864,  Location: 2.1 MI N JCT PIP & SH 303 (Lat: 41.058667,  Lng: -73.970744),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.40m (7.87ft),  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: VAN WYCK ROAD
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.7 metric tons,  Inventory Rating: 23.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $473,000,  Total Project Cost: $1,268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068651,  Location: 2.8 MI N JCT PIP+RTE 303 (Lat: 41.065842,  Lng: -73.978406),  Route carried "on" structure: State lands road 987C,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 28,291 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,607 (year 2027),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.288,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $704,000,  Roadway Improvement Cost: $419,000,  Total Project Cost: $1,123,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1068652,  Location: 2.8 MI N JCT PIP+RTE 303 (Lat: 41.065731,  Lng: -73.979014),  Route carried "on" structure: State lands road 987C,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 28,291 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,607 (year 2027),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.288,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $704,000,  Roadway Improvement Cost: $419,000,  Total Project Cost: $1,123,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106866,  Location: 3.1 MI N JCT PIP & SH 303 (Lat: 41.069578,  Lng: -73.980358),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 4.51m (14.80ft),  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: SICKLETOWN 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),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  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: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 86.2 metric tons,  Inventory Rating: 32.6 metric tons,  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: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $1,456,000,  Roadway Improvement Cost: $867,000,  Total Project Cost: $2,323,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068679,  Location: 3.2 MI N JCT PIP & SH 303 (Lat: 41.078619,  Lng: -73.984958),  Route carried "on" structure: State lands road 987C,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 56,582 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 79,215 (year 2027),  Design Load: HS 20,  Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.290,  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: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,101,000,  Roadway Improvement Cost: $655,000,  Total Project Cost: $1,756,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106897,  Location: IN ORANGEBURG (Lat: 41.059289,  Lng: -73.970736),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.40m (7.87ft),  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: VAN WYCK ROAD
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.7 metric tons,  Inventory Rating: 23.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $794,000,  Roadway Improvement Cost: $472,000,  Total Project Cost: $1,266,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068989,  Location: 1.0 MI N JCT PIP+RTE 303 (Lat: 41.045708,  Lng: -73.958133),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 19,390 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,146 (year 1999),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: ORANGEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Inventory Rating: 23.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $2,164,000,  Roadway Improvement Cost: $1,256,000,  Total Project Cost: $3,420,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106899,  Location: JCT PIP+RTE 340 (Lat: 41.017922,  Lng: -73.929039),  Route carried "on" structure: State highway 340,  Year Built: 1954,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 3,516 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,922 (year 2022),  Design Load: H 20,  Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.163,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  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: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Inventory Rating: 23.2 metric tons,  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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $728,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $1,161,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091171,  Location: 2.4 MI S JCT RTS 304+59 (Lat: 41.068161,  Lng: -74.025811),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 9,378 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,129 (year 2026),  Features Intersected: W CROOKED HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.807,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091172,  Location: 2.4 MI S JCT RTS 304+59 (Lat: 41.068161,  Lng: -74.025811),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 9,378 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,129 (year 2026),  Features Intersected: W CROOKED HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.807,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091181,  Location: 2.3 MI S JCT SH304 & SH59 (Lat: 41.069478,  Lng: -74.024794),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 9,378 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,129 (year 2026),  Features Intersected: RAILROAD AVENUE, MNRR PV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.923,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091182,  Location: 2.3 MI S JCT SH304 & SH59 (Lat: 41.069478,  Lng: -74.024794),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 9,378 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,129 (year 2026),  Features Intersected: RAILROAD AVENUE, MNRR PV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.679,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091191,  Location: 1.8 MI S JCT RTS 304+59 (Lat: 41.071006,  Lng: -74.015797),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 9,378 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,129 (year 2026),  Design Load: HS 20,  Features Intersected: BANTING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.006,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091192,  Location: 1.8 MI S JCT RTS 304+59 (Lat: 41.071006,  Lng: -74.015797),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 9,378 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,129 (year 2026),  Design Load: HS 20,  Features Intersected: BANTING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.006,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10912,  Location: 1.6 MI S JCT SH59 & SH304 (Lat: 41.072297,  Lng: -74.013242),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,680 (year 2001),  Features Intersected: RTE 304,  Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091211,  Location: 1.0 MI S JCT RTS 304+59 (Lat: 41.079469,  Lng: -74.005981),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,800 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,120 (year 2022),  Features Intersected: TOWN LINE RD CR42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.966,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 4.75m (15.58ft),  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: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091212,  Location: 1.0 MI S JCT RTS 304+59 (Lat: 41.079469,  Lng: -74.005981),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,800 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,120 (year 2022),  Features Intersected: TOWN LINE RD CR42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.966,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  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: $335,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $534,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109155,  Location: 1.5 MI S JCT SH303 &SH340 (Lat: 41.028975,  Lng: -73.925314),  Route carried "on" structure: State highway 340,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,516 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,922 (year 2022),  Design Load: HS 25,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.344,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 79.1 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior 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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $514,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222413,  Location: 1.0 MI SW OF SPARKILL (Lat: 41.024339,  Lng: -73.948119),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,500 ,  Features Intersected: SPARKILL CREEK,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 70.0 metric tons,  Inventory Rating: 27.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $278,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $444,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334595,  Location: 3.6 MI NW OF SPARKILL (Lat: 41.060511,  Lng: -73.985689),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,800 ,  Design Load: HS 25,  Features Intersected: HACKENSACK RIVER,  Facility Carried by Structure: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $377,000 ( 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: 334596,  Location: 3.2 MI SW OF NYACK (Lat: 41.070542,  Lng: -73.976022),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 2.56m (8.40ft),  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: FIFTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $591,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $942,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334597,  Location: 3.8 MI NW OF SPARKILL (Lat: 41.058742,  Lng: -73.992486),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 3,080 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,312 (year 2026),  Design Load: HS 25,  Features Intersected: NAURAUSHAUN BROOK,  Facility Carried by Structure: SICKLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.92m (3.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $238,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $380,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334598,  Location: 5.2 MI NW OF SPARKILL (Lat: 41.056361,  Lng: -74.023703),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,000 ,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.5 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $332,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334599,  Location: 3.2 MI NW OF SPARKILL (Lat: 41.044100,  Lng: -73.987928),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,000 ,  Design Load: HS 20,  Features Intersected: TAPPAN LAKE,  Facility Carried by Structure: VETERANS MEM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $332,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3346,  Location: 3.2 MI NW OF SPARKILL (Lat: 41.054478,  Lng: -73.982081),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,200 ,  Design Load: HS 20,  Features Intersected: TAPPAN LAKE,  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: 7.3m (24.0ft),  Material/Design: Steel,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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,  Membrane: Epoxy