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

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Structure Number: 100016,  Location: BURDEN AVE RT378 S.TROY (Lat: 42.704236,  Lng: -73.696464),  Route carried "on" structure: City street 378,  Year Built: 1932,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 23,843 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,629 (year 2040),  Features Intersected: WYNANTS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,235,000,  Roadway Improvement Cost: $1,895,000,  Total Project Cost: $5,130,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 102468,  Location: 3.5 MI N JCT RTS 142 & 40 (Lat: 42.830969,  Lng: -73.626144),  Route carried "on" structure: State highway 40,  Year Built: 1934,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,487 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,051 (year 2040),  Design Load: H 20,  Features Intersected: DEEPKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.520,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $543,000,  Roadway Improvement Cost: $318,000,  Total Project Cost: $861,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105432,  Location: JCT.1ST&2ND STE FERRY ST. (Lat: 42.727836,  Lng: -73.692311),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,674 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,308 (year 2040),  Features Intersected: FERRY ST RT 2 EB,  Facility Carried by Structure: FIRST & SECOND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 156.8m (514.4ft)

Condition: Culverts: Fair,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,930,000,  Roadway Improvement Cost: $5,229,000,  Total Project Cost: $14,159,000 ( Estimate for 2021)

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Structure Number: 106285,  Location: JCT.RTE 378 & HUDSON RIV. (Lat: 42.701153,  Lng: -73.701378),  Route carried "on" structure: State highway 378,  Year Built: 1932,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 46.09m (151.21ft),  Average Daily Traffic: 22,617 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,208 (year 2040),  Design Load: HS 20,  Features Intersected: Mohawk-Hudson Bike-Hike,
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 4.328,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 89.9m (294.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 103.9m (340.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.08m (151.18ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $38,464,000,  Roadway Improvement Cost: $22,524,000,  Total Project Cost: $60,988,000 ( Estimate for 2021),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1070869,  Location: RTE.787I AND HUDSON RIVER (Lat: 42.740858,  Lng: -73.691156),  Route carried "on" structure: State highway 787,  Year Built: 1981,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 68.21m (223.79ft),  Average Daily Traffic: 39,389 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 62,419 (year 2040),  Design Load: HS 20,  Features Intersected: HUDSON AVENUE, HUDSON RI
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.2m (59.7ft), Horizontal Clearance: 44.1m (144.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 115.8m (379.9ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 87.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.21m (223.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $52,817,000,  Roadway Improvement Cost: $30,930,000,  Total Project Cost: $83,747,000 ( 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: 107086C,  Location: CITY OF TROY (Lat: 42.739797,  Lng: -73.685839),  Route carried "on" structure: Interstate 787,  Year Built: 1981,  Status: Open,  Structure Length: 33.31m (109.28ft),  Average Daily Traffic: 49,027 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 68,638 (year 2035),  Design Load: HS 20,  Features Intersected: 6TH AVE EXTENTION, EARL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 67.0m (219.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.31m (109.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $12,605,000,  Roadway Improvement Cost: $7,382,000,  Total Project Cost: $19,987,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107086D,  Location: CITY OF TROY (Lat: 42.740000,  Lng: -73.682603),  Route carried "on" structure: Ramp City street ,  Year Built: 1981,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 5,376 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,519 (year 2040),  Design Load: HS 20,  Features Intersected: VACANT LAND,  Facility Carried by Structure: SIXTH AV TO HOOSK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.2 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,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $888,000,  Roadway Improvement Cost: $520,000,  Total Project Cost: $1,409,000 ( 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: 107086E,  Location: CITY OF TROY (Lat: 42.739558,  Lng: -73.685928),  Route carried "on" structure: Interstate 787,  Year Built: 1981,  Status: Open,  Structure Length: 35.08m (115.09ft),  Average Daily Traffic: 39,389 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 62,419 (year 2040),  Design Load: HS 20,  Features Intersected: EARL STREET, N 1ST STREE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 63.3m (207.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.08m (115.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $13,279,000,  Roadway Improvement Cost: $7,776,000,  Total Project Cost: $21,055,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107086F,  Location: CITY OF TROY (Lat: 42.739281,  Lng: -73.683306),  Route carried "on" structure: Ramp City street ,  Year Built: 1981,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 5,881 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,319 (year 2040),  Design Load: HS 20,  Features Intersected: CDTA PARKING LOT,  Facility Carried by Structure: HOOSICK ST/6TH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,161,000,  Roadway Improvement Cost: $680,000,  Total Project Cost: $1,841,000 ( 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: 107878,  Location: US 4 & SCHOOLHOUSE LANE (Lat: 42.819347,  Lng: -73.666167),  Route carried "on" structure: State highway 4,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,930 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,957 (year 2040),  Design Load: H 20,  Features Intersected: UNKNOWN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $249,000 ( Estimate for 2021)

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Structure Number: 200017,  Location: 1.2 MI.N.JCT SH 378 & US4 (Lat: 42.719869,  Lng: -73.691517),  Route carried "on" structure: US 4,  Year Built: 1886,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 6,497 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,527 (year 2040),  Design Load: HS 20,  Features Intersected: POESTEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,090,000,  Roadway Improvement Cost: $639,000,  Total Project Cost: $1,729,000 ( 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: 200093,  Location: VANDENBURGH AVE TROY SO (Lat: 42.703808,  Lng: -73.688619),  Route carried "on" structure: US 4,  Year Built: 1934,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,377 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,430 (year 2040),  Features Intersected: WYNANTS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.955,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,049,000,  Roadway Improvement Cost: $614,000,  Total Project Cost: $1,663,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200094,  Location: 1.2 MI N JCT SH378 & US4 (Lat: 42.720006,  Lng: -73.692722),  Route carried "on" structure: US ,  Year Built: 1875,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 5,594 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,620 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: POESTEN KILL,  Facility Carried by Structure: U.S.4 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.6 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,053,000,  Roadway Improvement Cost: $1,788,000,  Total Project Cost: $4,840,000 ( Estimate for 2021)

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Structure Number: 202465,  Location: CITY OF TROY WINTER ST. (Lat: 42.701472,  Lng: -73.656861),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 5,861 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,119 (year 2040),  Design Load: HS 20,  Features Intersected: WYNANTS KILL,  Facility Carried by Structure: WINTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal 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: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $984,000,  Roadway Improvement Cost: $576,000,  Total Project Cost: $1,560,000 ( 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: 202466,  Location: 0.1 MI S JCT 66 & 2 (Lat: 42.721717,  Lng: -73.675383),  Route carried "on" structure: City street 66,  Year Built: 1875,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 11,744 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,266 (year 2040),  Design Load: HS 20,  Features Intersected: POESTEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.428,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $2,040,000,  Roadway Improvement Cost: $1,195,000,  Total Project Cost: $3,235,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220229,  Location: JCT CAMPBEL AV&WYNANTSKIL (Lat: 42.708039,  Lng: -73.675583),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 10,278 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,485 (year 2040),  Design Load: HS 20,  Features Intersected: WYNANTS KILL,  Facility Carried by Structure: CAMPBELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  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: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,763,000,  Roadway Improvement Cost: $1,032,000,  Total Project Cost: $2,795,000 ( 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: 220233,  Location: FIRST ST IN TROY SOUTH (Lat: 42.720339,  Lng: -73.695244),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,027 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,508 (year 2040),  Features Intersected: POESTEN KILL,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: April 2015,  Bridge Improvement Cost: $2,347,000,  Roadway Improvement Cost: $1,374,000,  Total Project Cost: $3,721,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220234,  Location: SECOND ST- CITY OF TROY (Lat: 42.720167,  Lng: -73.693994),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 1,717 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,124 (year 2040),  Design Load: HS 20,  Features Intersected: POESTEN KILL,  Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,064,000,  Roadway Improvement Cost: $623,000,  Total Project Cost: $1,687,000 ( 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: 220237,  Location: SPRING AVE CITY OF TROY (Lat: 42.719461,  Lng: -73.684967),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 3,435 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,250 (year 2040),  Design Load: HL 93,  Features Intersected: POESTEN KILL,  Facility Carried by Structure: SPRING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,907,000,  Roadway Improvement Cost: $1,117,000,  Total Project Cost: $3,024,000 ( 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: 220246,  Location: CITY OF TROY (Lat: 42.753292,  Lng: -73.676686),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 140 (year 2029),  Features Intersected: EX-BOS & MAINE RR,  Facility Carried by Structure: OAKWOOD CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Culverts: Very good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $120,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105432,  Location: JCT.1ST&2ND STE FERRY ST. (Lat: 42.727836,  Lng: -73.692311),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 16,694 (year 2012),  Features Intersected: FERRY ST RT 2 EB,  Facility Carried by Structure: FIRST & SECOND ST
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 16.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 106285,  Location: JCT.RTE 378 & HUDSON RIV. (Lat: 42.701153,  Lng: -73.701378),  Route carried "under" structure: City street ,  Year Built: 1932,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2021),  Features Intersected: Mohawk-Hudson Bike-Hike,,  Facility Carried by Structure: RTE 378
Minimum Vertical Clearance: 11.51m (37.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 103.9m (340.9ft)

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Structure Number: 107086C,  Location: CITY OF TROY (Lat: 42.739797,  Lng: -73.685839),  Route carried "under" structure: US 4,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 18,172 (year 1987),  Features Intersected: 6TH AVE EXTENTION, EARL,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 4.827,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.0m (219.8ft)

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Structure Number: 107086C,  Location: CITY OF TROY (Lat: 42.739797,  Lng: -73.685839),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 1980),  Features Intersected: 6TH AVE EXTENTION, EARL,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.0m (219.8ft)

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Structure Number: 107086E,  Location: CITY OF TROY (Lat: 42.739558,  Lng: -73.685928),  Route carried "under" structure: US 4,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 10,205 (year 2015),  Features Intersected: EARL STREET, N 1ST STREE,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 4.827,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.3m (207.7ft)

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Structure Number: 107086E,  Location: CITY OF TROY (Lat: 42.739558,  Lng: -73.685928),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 2,355 (year 2015),  Features Intersected: EARL STREET, N 1ST STREE,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.3m (207.7ft)

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Structure Number: 226606,  Location: 0.7 MI S OF HOOSICK ST (Lat: 42.729339,  Lng: -73.677619),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 1978),  Features Intersected: 15th Street,  Facility Carried by Structure: PEDES.BR.AT RPI
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.623,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.4m (99.7ft)