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

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Structure Number: 100417,  Location: JCT RTE 7 + I90 (Lat: 42.786706,  Lng: -74.013658),  Route carried "on" structure: State highway 7,  Year Built: 1982,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 9,687 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,732 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.202,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 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: 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: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,241,000,  Roadway Improvement Cost: $1,898,000,  Total Project Cost: $5,138,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100418,  Location: .7 MI SW JCT SH7 & SH159 (Lat: 42.787392,  Lng: -73.993686),  Route carried "on" structure: State highway 7,  Year Built: 1940,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 7,366 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 7,400 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.811,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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 minimum criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $3,061,000,  Roadway Improvement Cost: $1,793,000,  Total Project Cost: $4,854,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10042,  Location: JCT RTE 7 < RTE I890 (Lat: 42.760025,  Lng: -73.932419),  Route carried "on" structure: County highway 7,  Year Built: 1960,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 5,856 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,883 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 890I890I11021001 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 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-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 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 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: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,424,000,  Roadway Improvement Cost: $1,420,000,  Total Project Cost: $3,844,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100422,  Location: 0.8 MI SW JCT 7 & I-890 (Lat: 42.771036,  Lng: -73.926747),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 7,460 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,230 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 890I 7 16071007, RTE I89,  Facility Carried by Structure: HIGH BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,307,000,  Roadway Improvement Cost: $1,351,000,  Total Project Cost: $3,658,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1004239,  Location: 1/4 MI SW JCT SH7 & I890 (Lat: 42.778739,  Lng: -73.924461),  Route carried "on" structure: Interstate 890,  Year Built: 1991,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 30,566 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,437 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,144,000,  Roadway Improvement Cost: $2,427,000,  Total Project Cost: $6,571,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1004249,  Location: JCT RTES 7 & I890 (Lat: 42.782156,  Lng: -73.923194),  Route carried "on" structure: State highway 7,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 11,592 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,646 (year 2040),  Design Load: HS 20,  Features Intersected: 890I890I16013006, RTE I8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,683,000,  Roadway Improvement Cost: $1,571,000,  Total Project Cost: $4,254,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103833,  Location: 1 MILE S JCT SH146 & I890 (Lat: 42.784289,  Lng: -73.930536),  Route carried "on" structure: State highway 146,  Year Built: 1993,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 6,967 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,999 (year 2040),  Design Load: HS 20,  Features Intersected: CHRISLER AVENUE, CSX TRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.880,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  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: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Very good,  Operating Rating: 89.8 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: 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: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,066,000,  Roadway Improvement Cost: $1,795,000,  Total Project Cost: $4,861,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10387,  Location: 1.7 MI S JCT SH 7 & SH158 (Lat: 42.766531,  Lng: -73.982350),  Route carried "on" structure: State highway 158,  Year Built: 1990,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 5,805 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,182 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $665,000,  Roadway Improvement Cost: $390,000,  Total Project Cost: $1,055,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103871,  Location: 1.2 MI S JCT RTS 7 & 158 (Lat: 42.771433,  Lng: -73.975297),  Route carried "on" structure: State highway 158,  Year Built: 1996,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 5,805 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,182 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,723,000,  Roadway Improvement Cost: $1,009,000,  Total Project Cost: $2,732,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 103875,  Location: 1.2 MI N JCT SH 159 & I90 (Lat: 42.810950,  Lng: -74.022536),  Route carried "on" structure: State highway 159,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,036 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,756 (year 2040),  Features Intersected: POENTIC KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.669,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $342,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $543,000 ( Estimate for 2021)

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Structure Number: 103876,  Location: JCT RTE 159 & I90 (Lat: 42.796375,  Lng: -74.017031),  Route carried "on" structure: State highway 159,  Year Built: 1952,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 2,782 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,379 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.536,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.88m (22.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,782,000,  Roadway Improvement Cost: $1,044,000,  Total Project Cost: $2,826,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103877,  Location: .3 MI S JCT SH 159 & I90 (Lat: 42.795128,  Lng: -74.011175),  Route carried "on" structure: State highway 159,  Year Built: 1991,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 2,782 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,379 (year 2040),  Design Load: HS 20,  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.034,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,337,000,  Roadway Improvement Cost: $783,000,  Total Project Cost: $2,119,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103878,  Location: .8 MI NW JCT SH7 & SH159 (Lat: 42.792947,  Lng: -73.996900),  Route carried "on" structure: State highway 159,  Year Built: 2007,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 4,250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,258 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.225,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $1,115,000,  Roadway Improvement Cost: $653,000,  Total Project Cost: $1,767,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103879,  Location: .8 MI NW Jct NY7 & NY159 (Lat: 42.793017,  Lng: -73.998064),  Route carried "on" structure: State highway 159,  Year Built: 2007,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 4,250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,258 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KELLAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.145,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $878,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $1,392,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104773,  Location: IN PINE GROVE (Lat: 42.763908,  Lng: -74.001644),  Route carried "on" structure: State highway 406,  Year Built: 1946,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,288 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,593 (year 2040),  Design Load: HS 20,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $573,000,  Total Project Cost: $1,552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107132,  Location: .7 MI SW JCT I88 & I90 (Lat: 42.783769,  Lng: -74.028044),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1981,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.91m (19.39ft),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: 88I 88I16081136, RTE I88,  Facility Carried by Structure: RTE 7 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,076,000,  Roadway Improvement Cost: $1,216,000,  Total Project Cost: $3,291,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1071819,  Location: JCT OF RTS I-88 + I-90 (Lat: 42.790433,  Lng: -74.016081),  Route carried "on" structure: Ramp Other road 88,  Year Built: 1982,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 2,468 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,911 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX WB, RTE I90, 25A WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,258,000,  Roadway Improvement Cost: $1,908,000,  Total Project Cost: $5,166,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 130502,  Location: 1 MI SW JCT I-890 & 337 (Lat: 42.808828,  Lng: -73.991944),  Route carried "on" structure: State highway 337,  Year Built: 1999,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 16,496 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,039 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: POENTIC KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.041,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,388,000,  Roadway Improvement Cost: $813,000,  Total Project Cost: $2,201,000 ( Estimate for 2021)

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Structure Number: 330503,  Location: 1.3 MILES SW OF SCOTIA (Lat: 42.816550,  Lng: -73.997358),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 329 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 461 (year 2039),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: GORDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,306,000,  Roadway Improvement Cost: $765,000,  Total Project Cost: $2,071,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 330507,  Location: 1 MILE N OF SCHENECTADY (Lat: 42.801389,  Lng: -74.000811),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 932 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,305 (year 2039),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN RR, POE,  Facility Carried by Structure: PRINCETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,393,000,  Roadway Improvement Cost: $815,000,  Total Project Cost: $2,208,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551366,  Location: 1.7 MI NW OF INT25 ON I90 (Lat: 42.767344,  Lng: -73.962058),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 2,458 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,041 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: HELDERBERG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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 desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,386,000,  Roadway Improvement Cost: $812,000,  Total Project Cost: $2,198,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5513679,  Location: 3.15 MI NW INT25 ON I90 (Lat: 42.774544,  Lng: -73.986767),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 34,170 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 54,149 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX Transportatio
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.570,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,633,000,  Roadway Improvement Cost: $2,713,000,  Total Project Cost: $7,346,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551368,  Location: DUNNSVILLE RD. CO. RD. 9R (Lat: 42.779878,  Lng: -74.003314),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 2,988 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,183 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: DUNNSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 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: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,417,000,  Roadway Improvement Cost: $830,000,  Total Project Cost: $2,247,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 55137,  Location: 2.86 MI SE INT26 ON I90 (Lat: 42.798122,  Lng: -74.017233),  Route carried "on" structure: Interstate 90,  Year Built: 1955,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 23,069 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 36,557 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POENTIC KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.628,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,195,000,  Roadway Improvement Cost: $700,000,  Total Project Cost: $1,894,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551371,  Location: INT PUTNAM RD-CR 54 & I90 (Lat: 42.806075,  Lng: -74.018728),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 2,218 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,744 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: PUTNAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.859,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 79.8 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,556,000,  Roadway Improvement Cost: $911,000,  Total Project Cost: $2,467,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 551372,  Location: 1.18MI SE INT 26 ON I90 (Lat: 42.822028,  Lng: -74.015889),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 329 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 461 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: GORDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,342,000,  Roadway Improvement Cost: $786,000,  Total Project Cost: $2,128,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100417,  Location: JCT RTE 7 + I90 (Lat: 42.786706,  Lng: -74.013658),  Route carried "under" structure: Interstate 90,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 42,438 (year 2014),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 255.091,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 10042,  Location: JCT RTE 7 < RTE I890 (Lat: 42.760025,  Lng: -73.932419),  Route carried "under" structure: Interstate 890,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 33,452 (year 2002),  Features Intersected: 890I890I11021001 WB, RTE,  Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 100422,  Location: 0.8 MI SW JCT 7 & I-890 (Lat: 42.771036,  Lng: -73.926747),  Route carried "under" structure: Interstate 890,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 21,700 (year 1979),  Features Intersected: 890I 7 16071007, RTE I89,  Facility Carried by Structure: HIGH BRIDGE ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1004249,  Location: JCT RTES 7 & I890 (Lat: 42.782156,  Lng: -73.923194),  Route carried "under" structure: Interstate 890,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 1972),  Features Intersected: 890I890I16013006, RTE I8,  Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.381,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 103833,  Location: 1 MILE S JCT SH146 & I890 (Lat: 42.784289,  Lng: -73.930536),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 10,871 (year 2016),  Truck Traffic: 6%,  Features Intersected: CHRISLER AVENUE, CSX TRA,  Facility Carried by Structure: RTE 146
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 103871,  Location: 1.2 MI S JCT RTS 7 & 158 (Lat: 42.771433,  Lng: -73.975297),  Route carried "under" structure: Interstate 90,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 35,783 (year 1995),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 158
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 251.438,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 103876,  Location: JCT RTE 159 & I90 (Lat: 42.796375,  Lng: -74.017031),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 28,207 (year 2014),  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: RTE 159
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 256.201,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 103879,  Location: .8 MI NW Jct NY7 & NY159 (Lat: 42.793017,  Lng: -73.998064),  Route carried "under" structure: Other road ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 2021),  Features Intersected: KELLAR AVE,  Facility Carried by Structure: RTE 159
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 107132,  Location: .7 MI SW JCT I88 & I90 (Lat: 42.783769,  Lng: -74.028044),  Route carried "under" structure: Interstate 88,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 88I 88I16081136, RTE I88,  Facility Carried by Structure: RTE 7 CONNECTOR
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 58.165,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1071819,  Location: JCT OF RTS I-88 + I-90 (Lat: 42.790433,  Lng: -74.016081),  Route carried "under" structure: Interstate 90,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 42,438 (year 2014),  Features Intersected: 90IX WB, RTE I90, 25A WB,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 255.541,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 1071819,  Location: JCT OF RTS I-88 + I-90 (Lat: 42.790433,  Lng: -74.016081),  Route carried "under" structure: Interstate ,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 9,580 (year 2014),  Features Intersected: 90IX WB, RTE I90, 25A WB,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 255.509,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 551366,  Location: 1.7 MI NW OF INT25 ON I90 (Lat: 42.767344,  Lng: -73.962058),  Route carried "under" structure: Interstate 90,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 15,590 (year 1981),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: HELDERBERG AVENUE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 250.264,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 551368,  Location: DUNNSVILLE RD. CO. RD. 9R (Lat: 42.779878,  Lng: -74.003314),  Route carried "under" structure: Interstate 90,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 15,590 (year 1981),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: DUNNSVILLE ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 253.932,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 551371,  Location: INT PUTNAM RD-CR 54 & I90 (Lat: 42.806075,  Lng: -74.018728),  Route carried "under" structure: Interstate 90,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 28,100 (year 2000),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: PUTNAM ROAD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 257.295,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 551372,  Location: 1.18MI SE INT 26 ON I90 (Lat: 42.822028,  Lng: -74.015889),  Route carried "under" structure: Interstate 90,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 28,207 (year 2014),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: GORDON ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 259.113,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 700419,  Location: 0.. MI NW JCT 7 & 950 (Lat: 42.782447,  Lng: -73.960800),  Route carried "under" structure: State highway 7,  Year Built: 1902,  Structure Length: 0. m,  Average Daily Traffic: 19,241 (year 2000),  Features Intersected: RTE 7,  Facility Carried by Structure: CSX TRANSPORTATION
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 27.900,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 703872,  Location: .5 MI N JCT SH 158 & I90 (Lat: 42.777792,  Lng: -73.972711),  Route carried "under" structure: State highway 158,  Year Built: 1903,  Structure Length: 0. m,  Average Daily Traffic: 5,717 (year 2002),  Features Intersected: RTE 158,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 3.218,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 705034,  Location: JCT CSX TRANSPORT & CR75 (Lat: 42.783392,  Lng: -73.958367),  Route carried "under" structure: City street ,  Year Built: 1902,  Structure Length: 0. m,  Average Daily Traffic: 6,520 (year 2018),  Truck Traffic: 3%,  Features Intersected: HELDERBERG AVENUE,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.08m (13.39ft),  Kilometerpoint: 2.671,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 720305,  Location: .2 MI NW JCT SH337 & CR83 (Lat: 42.801917,  Lng: -74.001642),  Route carried "under" structure: Other road ,  Year Built: 1918,  Structure Length: 0. m,  Features Intersected: PHILLIPS ROAD,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.78m (12.40ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 7305081,  Location: JCT S H 337 & CO RD 89 (Lat: 42.806156,  Lng: -73.991364),  Route carried "under" structure: State highway 337,  Year Built: 1907,  Structure Length: 0. m,  Average Daily Traffic: 23,157 (year 2012),  Features Intersected: RTE 337,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 751369,  Location: .1 MI N EXIT 25A ON I90 (Lat: 42.791897,  Lng: -74.016508),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 28,207 (year 2014),  Features Intersected: 90IX EB, RTE I90, Ramp F,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 255.718,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 751369,  Location: .1 MI N EXIT 25A ON I90 (Lat: 42.791897,  Lng: -74.016508),  Route carried "under" structure: Interstate ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 240 (year 1982),  Features Intersected: 90IX EB, RTE I90, Ramp F,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 255.718,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)