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

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Structure Number: 100425,  Location: JCT I87 & RTE 7 (Lat: 42.753092,  Lng: -73.768942),  Route carried "on" structure: State highway 7,  Year Built: 2010,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 18,324 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,410 (year 2040),  Design Load: HL 93,  Features Intersected: 87I 87I11082049 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 56.0m (183.7ft),  Out-to-Out Width: 60.5m (198.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,635,000,  Roadway Improvement Cost: $6,228,000,  Total Project Cost: $16,863,000 ( 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: 1004261,  Location: JCT S.H.2 & U.S.9 (Lat: 42.748406,  Lng: -73.760836),  Route carried "on" structure: State highway 2,  Year Built: 1959,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 9,162 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,205 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,149,000,  Roadway Improvement Cost: $673,000,  Total Project Cost: $1,821,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1004262,  Location: JCT S.H.2 & U.S.9 (Lat: 42.747803,  Lng: -73.761017),  Route carried "on" structure: State highway 2,  Year Built: 1959,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 9,162 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,205 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 67.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,055,000,  Roadway Improvement Cost: $618,000,  Total Project Cost: $1,674,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10225,  Location: 0.4 MI N JCT RTS 32 & 470 (Lat: 42.779408,  Lng: -73.696569),  Route carried "on" structure: State highway 32,  Year Built: 2018,  Status: Open,  Structure Length: 24.29m (79.69ft),  Average Daily Traffic: 11,201 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,253 (year 2040),  Design Load: H 20,  Features Intersected: MOHAWK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 47.0 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: 36.3 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: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.29m (79.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $8,247,000,  Roadway Improvement Cost: $4,830,000,  Total Project Cost: $13,077,000 ( 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: 103316,  Location: NEW SPARROWBUSH OVER I87 (Lat: 42.759394,  Lng: -73.764300),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 11,950 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,785 (year 2040),  Design Load: HS 20,  Features Intersected: 87I 87I11082054, EXIT 6,  Facility Carried by Structure: SPARROWBUSH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.55m (37.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,201,000,  Roadway Improvement Cost: $1,874,000,  Total Project Cost: $5,075,000 ( 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: 1033171,  Location: 1.9 MI N JCT I87 & RTE 7 (Lat: 42.776247,  Lng: -73.760822),  Route carried "on" structure: Interstate 87,  Year Built: 2001,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 46,347 (year 2015),  Truck Traffic: 8%,  Design Load: HS 25 or greater,  Features Intersected: POLLOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.510,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,543,000,  Roadway Improvement Cost: $1,489,000,  Total Project Cost: $4,032,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033172,  Location: 1.7 MI N JCT I87 & NY 7 (Lat: 42.776386,  Lng: -73.760181),  Route carried "on" structure: Interstate 87,  Year Built: 2001,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 38,029 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 60,264 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: POLLOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.494,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,465,000,  Roadway Improvement Cost: $1,444,000,  Total Project Cost: $3,909,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105339,  Location: 0.1 MI S.JCT RTS 7 & 9 (Lat: 42.746833,  Lng: -73.761308),  Route carried "on" structure: Ramp US ,  Year Built: 1959,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 6,260 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,289 (year 2040),  Features Intersected: RTE 9,  Facility Carried by Structure: SHOP CTR X-OVER 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $896,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107244,  Location: 1.1MI E JCT ALT RTE 7 & 9 (Lat: 42.757039,  Lng: -73.736425),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 3,279 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,057 (year 2040),  Design Load: HS 20,  Features Intersected: 7 7 1108 1156 WB, RTE 7,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State 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: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,072,000,  Roadway Improvement Cost: $1,213,000,  Total Project Cost: $3,285,000 ( 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: 107245,  Location: 1.1MI W JCT ALT RTE7&I787 (Lat: 42.750481,  Lng: -73.716183),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 2,958 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,141 (year 2036),  Design Load: HS 20,  Features Intersected: 7 7 1108 1167 WB, RTE 7,  Facility Carried by Structure: BOGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.58m (24.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,177,000,  Roadway Improvement Cost: $1,275,000,  Total Project Cost: $3,452,000 ( 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: 1072469,  Location: 0.5 MI W JCT RTS 7A+I-787 (Lat: 42.746608,  Lng: -73.707003),  Route carried "on" structure: Alternate State highway 7,  Year Built: 1983,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 51,411 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,575 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.166,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,626,000,  Roadway Improvement Cost: $2,709,000,  Total Project Cost: $7,336,000 ( 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: 107286,  Location: 0.9 MI.N OF LATHAM ON RT9 (Lat: 42.760356,  Lng: -73.756556),  Route carried "on" structure: US 9,  Year Built: 1984,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 27,647 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,776 (year 2040),  Design Load: HS 20,  Features Intersected: 7 7 11081145, RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.109,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,346,000,  Roadway Improvement Cost: $3,130,000,  Total Project Cost: $8,476,000 ( 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: 1073009,  Location: .2 MI.W.INTER.RTES9&ALT.7 (Lat: 42.763103,  Lng: -73.759094),  Route carried "on" structure: Ramp State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,341 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,189 (year 2040),  Design Load: HS 20,  Features Intersected: RT7WB TO I87NB,  Facility Carried by Structure: RT7-RT9 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 97.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,284,000,  Roadway Improvement Cost: $1,337,000,  Total Project Cost: $3,621,000 ( 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: 107309,  Location: 1MI N OLD LOUDON RD & 7 (Lat: 42.759850,  Lng: -73.753831),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 5,643 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,982 (year 2040),  Design Load: HS 20,  Features Intersected: 7 7 11081147, RTE 7,  Facility Carried by Structure: OLD LOUDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.041,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: 52.5 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: 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: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,308,000,  Roadway Improvement Cost: $1,352,000,  Total Project Cost: $3,660,000 ( 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: 10731,  Location: INTERS.RTES 87I & 7, WB-7 (Lat: 42.763353,  Lng: -73.762339),  Route carried "on" structure: State highway 7,  Year Built: 1985,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 12,278 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,456 (year 2040),  Design Load: HS 20,  Features Intersected: 87I 87I11082058, 87I 87I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,481,000,  Roadway Improvement Cost: $1,453,000,  Total Project Cost: $3,935,000 ( 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: 107311,  Location: INTER RTES 87I & 7 E.B. (Lat: 42.763031,  Lng: -73.762669),  Route carried "on" structure: State highway 7,  Year Built: 1985,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 12,278 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,456 (year 2040),  Design Load: HS 20,  Features Intersected: 87I 87I11082057, 87I 87I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,453,000,  Roadway Improvement Cost: $1,437,000,  Total Project Cost: $3,890,000 ( 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: 220039,  Location: CITY OF COHOES (Lat: 42.768308,  Lng: -73.696517),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 4,987 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,170 (year 2040),  Design Load: HL 93,  Features Intersected: MOHAWK RIVER,  Facility Carried by Structure: BRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.0m (180.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 67.1 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.02m (46.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $4,007,000,  Roadway Improvement Cost: $2,347,000,  Total Project Cost: $6,354,000 ( 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: 220046,  Location: 0.1 MI E JCT I787 + SH470 (Lat: 42.773850,  Lng: -73.694731),  Route carried "on" structure: State highway 470,  Year Built: 1994,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 11,600 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,091 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: W BR MOHAWK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  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: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,056,000,  Roadway Improvement Cost: $1,204,000,  Total Project Cost: $3,259,000 ( 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: 220047,  Location: 0.4 MI E JCT SH 32 & 470 (Lat: 42.773469,  Lng: -73.691269),  Route carried "on" structure: State highway 470,  Year Built: 1986,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 11,600 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,091 (year 2040),  Design Load: HS 20,  Features Intersected: E.BR MOHAWK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.604,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,560,000,  Roadway Improvement Cost: $1,499,000,  Total Project Cost: $4,060,000 ( 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: 400558,  Location: JCT OF RT 9 & MOHAWK RV (Lat: 42.822819,  Lng: -73.732397),  Route carried "on" structure: US 9,  Year Built: 1996,  Status: Open,  Structure Length: 37.46m (122.90ft),  Average Daily Traffic: 15,777 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,851 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MOHAWK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.45m (122.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $19,412,000,  Roadway Improvement Cost: $11,368,000,  Total Project Cost: $30,780,000 ( 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: 4033181,  Location: JCT.87I&MOHK.R& BARGE CAN (Lat: 42.792111,  Lng: -73.762108),  Route carried "on" structure: Interstate 87,  Year Built: 1959,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 23.56m (77.30ft),  Average Daily Traffic: 52,333 (year 2006),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: ISLAND VIEW ROAD, TOW PA
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 13.194,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.9m (25.9ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 171.0m (561.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.56m (77.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $14,414,000,  Roadway Improvement Cost: $8,441,000,  Total Project Cost: $22,855,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4033182,  Location: JCT.87I&MOHK.R& BARGE CAN (Lat: 42.792250,  Lng: -73.761919),  Route carried "on" structure: Interstate 87,  Year Built: 1959,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 23.56m (77.30ft),  Average Daily Traffic: 37,508 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,439 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ISLAND VIEW ROAD, MOHAWK
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.9m (25.9ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 171.0m (561.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 75.3 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.56m (77.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $14,484,000,  Roadway Improvement Cost: $8,482,000,  Total Project Cost: $22,967,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 409322,  Location: .2 MI W JCT US 4 & SH 470 (Lat: 42.771378,  Lng: -73.680381),  Route carried "on" structure: City street 470,  Year Built: 1924,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 24.66m (80.91ft),  Average Daily Traffic: 11,238 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,651 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 51.8m (169.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 68.2m (223.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.65m (80.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $6,839,000,  Roadway Improvement Cost: $4,005,000,  Total Project Cost: $10,843,000 ( 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: 441504,  Location: FULTON ST & OLD CHAMP C (Lat: 42.782397,  Lng: -73.694069),  Route carried "on" structure: Business Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.92m (6.30ft),  Truck Traffic: 5%,  Design Load: HS 25 or greater,  Features Intersected: OLD CHAMPLAIN CANAL,  Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $712,000 ( 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: 441513,  Location: GUARD GATE #2 & ERIE C E5 (Lat: 42.804758,  Lng: -73.713617),  Route carried "on" structure: ServiceCity street ,  Year Built: 1912,  Year Reconstructed: 1961,  Status: Posted for load-capacity,  Structure Length: 4.15m (13.62ft),  Truck Traffic: 5%,  Features Intersected: ERIE CANAL,  Facility Carried by Structure: ACCESS RD-CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $633,000,  Roadway Improvement Cost: $371,000,  Total Project Cost: $1,004,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 7709,  Location: CITY OF COHOES (Lat: 42.783894,  Lng: -73.680222),  Route carried "on" structure: Other road ,  Year Built: 1891,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 7.38m (24.21ft),  Truck Traffic: 5%,  Features Intersected: MOHAWK RIVER,  Facility Carried by Structure: PEEBLES SO ACC RD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.237,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.2m (13.8ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $2,378,000,  Roadway Improvement Cost: $1,392,000,  Total Project Cost: $3,770,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 100425,  Location: JCT I87 & RTE 7 (Lat: 42.753092,  Lng: -73.768942),  Route carried "under" structure: Interstate 87,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 117,514 (year 2015),  Features Intersected: 87I 87I11082049 NB, RTE,  Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 7.916,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1004261,  Location: JCT S.H.2 & U.S.9 (Lat: 42.748406,  Lng: -73.760836),  Route carried "under" structure: US 9,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 24,576 (year 1999),  Features Intersected: RTE 9,  Facility Carried by Structure: RTE 2
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1004262,  Location: JCT S.H.2 & U.S.9 (Lat: 42.747803,  Lng: -73.761017),  Route carried "under" structure: US 9,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 24,576 (year 1999),  Features Intersected: RTE 9,  Facility Carried by Structure: RTE 2
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 7.578,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 103316,  Location: NEW SPARROWBUSH OVER I87 (Lat: 42.759394,  Lng: -73.764300),  Route carried "under" structure: Interstate 87,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2014),  Features Intersected: 87I 87I11082054, EXIT 6,  Facility Carried by Structure: SPARROWBUSH RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 8.705,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 1033171,  Location: 1.9 MI N JCT I87 & RTE 7 (Lat: 42.776247,  Lng: -73.760822),  Route carried "under" structure: Other road ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 642 (year 2014),  Truck Traffic: 5%,  Features Intersected: POLLOCK ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 1033172,  Location: 1.7 MI N JCT I87 & NY 7 (Lat: 42.776386,  Lng: -73.760181),  Route carried "under" structure: Other road ,  Year Built: 2001,  Structure Length: 0. m,  Truck Traffic: 5%,  Features Intersected: POLLOCK ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 2.027,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 105339,  Location: 0.1 MI S.JCT RTS 7 & 9 (Lat: 42.746833,  Lng: -73.761308),  Route carried "under" structure: US 9,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 21,469 (year 2011),  Features Intersected: RTE 9
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.417,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 107244,  Location: 1.1MI E JCT ALT RTE 7 & 9 (Lat: 42.757039,  Lng: -73.736425),  Route carried "under" structure: Alternate State highway 7,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2021),  Features Intersected: 7 7 1108 1156 WB, RTE 7,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 107245,  Location: 1.1MI W JCT ALT RTE7&I787 (Lat: 42.750481,  Lng: -73.716183),  Route carried "under" structure: Alternate State highway 7,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 70,677 (year 2014),  Features Intersected: 7 7 1108 1167 WB, RTE 7,  Facility Carried by Structure: BOGHT ROAD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 1072469,  Location: 0.5 MI W JCT RTS 7A+I-787 (Lat: 42.746608,  Lng: -73.707003),  Route carried "under" structure: Other road ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 3,960 (year 2016),  Truck Traffic: 5%,  Features Intersected: ELM STREET,  Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 107286,  Location: 0.9 MI.N OF LATHAM ON RT9 (Lat: 42.760356,  Lng: -73.756556),  Route carried "under" structure: Alternate State highway 7,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2021),  Features Intersected: 7 7 11081145, RTE 7,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.644,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1073009,  Location: .2 MI.W.INTER.RTES9&ALT.7 (Lat: 42.763103,  Lng: -73.759094),  Route carried "under" structure: Ramp State highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,750 (year 1986),  Features Intersected: RT7WB TO I87NB,  Facility Carried by Structure: RT7-RT9 CONNECTOR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.241,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 107309,  Location: 1MI N OLD LOUDON RD & 7 (Lat: 42.759850,  Lng: -73.753831),  Route carried "under" structure: Alternate State highway 7,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 29,370 (year 1986),  Features Intersected: 7 7 11081147, RTE 7,  Facility Carried by Structure: OLD LOUDON ROAD
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 23.652,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 10731,  Location: INTERS.RTES 87I & 7, WB-7 (Lat: 42.763353,  Lng: -73.762339),  Route carried "under" structure: Interstate 87,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 38,925 (year 2021),  Features Intersected: 87I 87I11082058, 87I 87I,  Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 10.008,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 107311,  Location: INTER RTES 87I & 7 E.B. (Lat: 42.763031,  Lng: -73.762669),  Route carried "under" structure: Interstate 87,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 38,925 (year 2021),  Features Intersected: 87I 87I11082057, 87I 87I,  Facility Carried by Structure: RTE 7
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 9.976,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 4033182,  Location: JCT.87I&MOHK.R& BARGE CAN (Lat: 42.792250,  Lng: -73.761919),  Route carried "under" structure: ServiceOther road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2016),  Features Intersected: ISLAND VIEW ROAD, MOHAWK,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 171.0m (561.0ft)

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Structure Number: 709596,  Location: 0.8 MI SE JCT RT 32 & 470 (Lat: 42.769844,  Lng: -73.705000),  Route carried "under" structure: City street 470,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 13,200 (year 1978),  Features Intersected: RTE 470, COLUMBIA STREET,  Facility Carried by Structure: EX-N Y CENTRAL RR
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.947,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 709596,  Location: 0.8 MI SE JCT RT 32 & 470 (Lat: 42.769844,  Lng: -73.705000),  Route carried "under" structure: Other road ,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 470, COLUMBIA STREET,  Facility Carried by Structure: EX-N Y CENTRAL RR
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 770171,  Location: CITY OF COHOES (Lat: 42.772825,  Lng: -73.705464),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 0. m,  Features Intersected: HIGH STREET,  Facility Carried by Structure: EX-N Y CENTRAL RR
Minimum Vertical Clearance: 3.86m (12.66ft),  Kilometerpoint: 0.064,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 77091,  Location: WATERFORD (Lat: 42.787225,  Lng: -73.694597),  Route carried "under" structure: Other road ,  Year Built: 1928,  Structure Length: 0. m,  Features Intersected: ARCH STREET,  Facility Carried by Structure: D&H RR MI PT 998
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.2m (26.9ft)