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

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Structure Number: 100261,  Location: JCT SH 5 & SH 7 (Lat: 42.785433,  Lng: -73.909669),  Route carried "on" structure: State highway 5,  Year Built: 1958,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 8,601 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,641 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.501,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,140,000,  Roadway Improvement Cost: $1,253,000,  Total Project Cost: $3,394,000 ( 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: 103834,  Location: JCT RTES 146 & I890 (Lat: 42.796011,  Lng: -73.928564),  Route carried "on" structure: State highway 146,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 6,994 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,026 (year 2040),  Features Intersected: 890I 890I 1601 2018 WB,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.264,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,720,000,  Roadway Improvement Cost: $1,007,000,  Total Project Cost: $2,728,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104991,  Location: 1.4 MI S JCT SH 5 & SH 50 (Lat: 42.812808,  Lng: -73.950097),  Route carried "on" structure: Ramp Interstate 890,  Year Built: 1965,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 8,757 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,877 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIG CIRCLE, WASHINGTON A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.2 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: 58.0 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,639,000,  Roadway Improvement Cost: $960,000,  Total Project Cost: $2,598,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1049921,  Location: 1.6 MI NW JCT SH146 &I890 (Lat: 42.805053,  Lng: -73.948028),  Route carried "on" structure: Interstate 890,  Year Built: 1966,  Status: Open,  Structure Length: 80.16m (262.99ft),  Average Daily Traffic: 6,510 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,315 (year 2040),  Design Load: HS 20,  Features Intersected: Washington Ave Ramp, AMT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.953,  Lanes on structure: 3,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 80.16m (262.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $25,876,000,  Roadway Improvement Cost: $15,153,000,  Total Project Cost: $41,028,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1049922,  Location: 1.6MI NW JCT. 146 & 890I (Lat: 42.805017,  Lng: -73.948208),  Route carried "on" structure: Interstate 890,  Year Built: 1966,  Status: Open,  Structure Length: 80.16m (262.99ft),  Average Daily Traffic: 23,418 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,785 (year 2024),  Design Load: HS 20,  Features Intersected: Washington Ave Ramp, Amt
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.937,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 80.16m (262.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $26,605,000,  Roadway Improvement Cost: $15,580,000,  Total Project Cost: $42,186,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104992A,  Location: 1.6 MI NW JCT SH146& I890 (Lat: 42.807075,  Lng: -73.949161),  Route carried "on" structure: Interstate ,  Year Built: 1966,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 1,860 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,947 (year 2040),  Design Load: H 20,  Features Intersected: VACANT LAND,  Facility Carried by Structure: ON-RAMP OF I890
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.96m (49.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,503,000,  Roadway Improvement Cost: $1,466,000,  Total Project Cost: $3,968,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104992B,  Location: 1.6 MI NW JCT SH146& I890 (Lat: 42.806686,  Lng: -73.949506),  Route carried "on" structure: Interstate ,  Year Built: 1966,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 2,030 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,216 (year 2040),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: OFF-RAMP OF I890
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.82m (55.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,817,000,  Roadway Improvement Cost: $1,650,000,  Total Project Cost: $4,467,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1049939,  Location: 2.3 MI NW JCT I890 & 146 (Lat: 42.814497,  Lng: -73.961106),  Route carried "on" structure: Bypass Interstate 890,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 14,643 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,204 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP F STRUCT B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.675,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,354,000,  Roadway Improvement Cost: $1,964,000,  Total Project Cost: $5,318,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1049949,  Location: 2.0 MI NW JCT I890 & 146 (Lat: 42.814264,  Lng: -73.956431),  Route carried "on" structure: Bypass Interstate 890,  Year Built: 1966,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 14,643 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,204 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIG CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.273,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 57.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,609,000,  Roadway Improvement Cost: $1,528,000,  Total Project Cost: $4,136,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104996,  Location: 0.65 MI NW JCT 146 & I890 (Lat: 42.800394,  Lng: -73.939472),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 3,016 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,731 (year 2040),  Features Intersected: 890 I890I 1601 2012 WB,,  Facility Carried by Structure: CRAIG STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 61.6 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: 47.3 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,497,000,  Roadway Improvement Cost: $1,462,000,  Total Project Cost: $3,960,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104997,  Location: .2 MI NW JCT SH146 & I890 (Lat: 42.797608,  Lng: -73.931194),  Route carried "on" structure: Bypass City street ,  Year Built: 1960,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 11,247 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,915 (year 2040),  Features Intersected: 890I890I16012016-WB, RTE,  Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,864,000,  Roadway Improvement Cost: $1,091,000,  Total Project Cost: $2,955,000 ( 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: 1093121,  Location: 3.3 MI NW JCT I890 & 146 (Lat: 42.814847,  Lng: -73.980919),  Route carried "on" structure: Interstate 890,  Year Built: 1974,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 7,322 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,602 (year 2040),  Design Load: HS 20,  Features Intersected: CAMPBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.348,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,706,000,  Roadway Improvement Cost: $999,000,  Total Project Cost: $2,705,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1093122,  Location: 3.3 MI NW JCT I890 & 146 (Lat: 42.814697,  Lng: -73.980981),  Route carried "on" structure: Interstate 890,  Year Built: 1974,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 11,597 (year 2009),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: CAMPBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.348,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,467,000,  Roadway Improvement Cost: $859,000,  Total Project Cost: $2,326,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1093139,  Location: 4MI W JCT I90 &I890 (Lat: 42.815622,  Lng: -73.984900),  Route carried "on" structure: Interstate 890,  Year Built: 1974,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 13,161 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,856 (year 2040),  Design Load: HS 20,  Features Intersected: SCHDY WATER LINES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.847,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,259,000,  Roadway Improvement Cost: $2,494,000,  Total Project Cost: $6,753,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 220308,  Location: CITY OF SCHENECTADY (Lat: 42.802211,  Lng: -73.943733),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 19.14m (62.80ft),  Average Daily Traffic: 2,871 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,552 (year 2040),  Design Load: HS 20,  Features Intersected: 890I890I16012009 WB, RTE,  Facility Carried by Structure: FRANCIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 74.6m (244.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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: 43.4 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.14m (62.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,034,000,  Roadway Improvement Cost: $2,948,000,  Total Project Cost: $7,983,000 ( 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: 220309,  Location: CITY OF SCHENECTADY (Lat: 42.801728,  Lng: -73.955658),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 4,599 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,439 (year 2037),  Design Load: H 20,  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: CONGRESS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: 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: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,344,000,  Roadway Improvement Cost: $787,000,  Total Project Cost: $2,131,000 ( 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: 22031,  Location: CITY OF SCHENECTADY (Lat: 42.793150,  Lng: -73.953306),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 2,422 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,996 (year 2040),  Features Intersected: CSX TRANS/ AMTRAK, SWEET,  Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.88m (38.98ft),  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: $3,423,000,  Roadway Improvement Cost: $2,005,000,  Total Project Cost: $5,428,000 ( 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: 220311,  Location: CITY OF SCHENECTADY (Lat: 42.789658,  Lng: -73.943886),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 4,341 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,273 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: CRANE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,507,000,  Roadway Improvement Cost: $883,000,  Total Project Cost: $2,390,000 ( 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: 220312,  Location: CITY OF SCHENECTADY (Lat: 42.788156,  Lng: -73.939869),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 13,588 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,651 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: ALTAMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,280,000,  Roadway Improvement Cost: $1,335,000,  Total Project Cost: $3,615,000 ( 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: 220313,  Location: CITY OF SCHENECTADY (Lat: 42.769417,  Lng: -73.913714),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 5,451 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,744 (year 2040),  Design Load: H 20,  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: COUNTY ROAD 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.1 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $893,000,  Roadway Improvement Cost: $523,000,  Total Project Cost: $1,415,000 ( 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: 305051,  Location: 2 MI.NE.JCT.RTS.7&911M (Lat: 42.791575,  Lng: -73.847689),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 6,388 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,760 (year 2040),  Design Load: HS 20,  Features Intersected: LISHA KILL,  Facility Carried by Structure: ROSENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,045,000,  Roadway Improvement Cost: $612,000,  Total Project Cost: $1,657,000 ( 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: 100261,  Location: JCT SH 5 & SH 7 (Lat: 42.785433,  Lng: -73.909669),  Route carried "under" structure: State highway 7,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 29,475 (year 1998),  Features Intersected: RTE 7,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.821,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 103834,  Location: JCT RTES 146 & I890 (Lat: 42.796011,  Lng: -73.928564),  Route carried "under" structure: Interstate 890,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 50,366 (year 2002),  Features Intersected: 890I 890I 1601 2018 WB,,  Facility Carried by Structure: RTE 146
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 10.249,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 104991,  Location: 1.4 MI S JCT SH 5 & SH 50 (Lat: 42.812808,  Lng: -73.950097),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1987),  Features Intersected: BIG CIRCLE, WASHINGTON A,  Facility Carried by Structure: RTE I890
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1049921,  Location: 1.6 MI NW JCT SH146 &I890 (Lat: 42.805053,  Lng: -73.948028),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2008),  Truck Traffic: 6%,  Features Intersected: Washington Ave Ramp, AMT,  Facility Carried by Structure: RTE I890
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 1049922,  Location: 1.6MI NW JCT. 146 & 890I (Lat: 42.805017,  Lng: -73.948208),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 6%,  Features Intersected: Washington Ave Ramp, Amt,  Facility Carried by Structure: RTE I890
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 1049939,  Location: 2.3 MI NW JCT I890 & 146 (Lat: 42.814497,  Lng: -73.961106),  Route carried "under" structure: Ramp State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2016),  Features Intersected: RAMP F STRUCT B,  Facility Carried by Structure: RTE I890
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 1049949,  Location: 2.0 MI NW JCT I890 & 146 (Lat: 42.814264,  Lng: -73.956431),  Route carried "under" structure: Ramp Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Features Intersected: BIG CIRCLE,  Facility Carried by Structure: RTE I890
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 104996,  Location: 0.65 MI NW JCT 146 & I890 (Lat: 42.800394,  Lng: -73.939472),  Route carried "under" structure: Interstate 890,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 50,921 (year 2002),  Features Intersected: 890 I890I 1601 2012 WB,,  Facility Carried by Structure: CRAIG STREET
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 9.252,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 104997,  Location: .2 MI NW JCT SH146 & I890 (Lat: 42.797608,  Lng: -73.931194),  Route carried "under" structure: Interstate 890,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 50,921 (year 2002),  Features Intersected: 890I890I16012016-WB, RTE,  Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.094,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1093121,  Location: 3.3 MI NW JCT I890 & 146 (Lat: 42.814847,  Lng: -73.980919),  Route carried "under" structure: Business City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2021),  Features Intersected: CAMPBELL ROAD,  Facility Carried by Structure: RTE I890
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1093122,  Location: 3.3 MI NW JCT I890 & 146 (Lat: 42.814697,  Lng: -73.980981),  Route carried "under" structure: Business City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1985),  Features Intersected: CAMPBELL ROAD,  Facility Carried by Structure: RTE I890
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 220308,  Location: CITY OF SCHENECTADY (Lat: 42.802211,  Lng: -73.943733),  Route carried "under" structure: Interstate 890,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 33,600 (year 1978),  Features Intersected: 890I890I16012009 WB, RTE,  Facility Carried by Structure: FRANCIS AVENUE
Minimum Vertical Clearance: 19.99m (65.58ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.6m (244.8ft)

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Structure Number: 220308,  Location: CITY OF SCHENECTADY (Lat: 42.802211,  Lng: -73.943733),  Route carried "under" structure: Interstate ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 890I890I16012009 WB, RTE,  Facility Carried by Structure: FRANCIS AVENUE
Minimum Vertical Clearance: 19.99m (65.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.6m (244.8ft)

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Structure Number: 225669,  Location: PED BR I890 & GE EDISON A (Lat: 42.810625,  Lng: -73.950747),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Features Intersected: EDISON AVE,  Facility Carried by Structure: PED.WALKWAY AT GE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 70026,  Location: JCT SH 5 & CSX TRANSPORT (Lat: 42.813617,  Lng: -73.943106),  Route carried "under" structure: City street ,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 13,040 (year 1980),  Features Intersected: S H 5 (STATE ST),  Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 720314,  Location: CITY OF SCHENECTADY (Lat: 42.823725,  Lng: -73.931628),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Features Intersected: MAXON ROAD,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 3.58m (11.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 720315,  Location: CITY OF SCHENECTADY (Lat: 42.821433,  Lng: -73.935217),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: NOTT STREET, ENTRY LOCOM,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 720316,  Location: CITY OF SCHENECTADY (Lat: 42.820800,  Lng: -73.936136),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 725 (year 2021),  Features Intersected: NORTH JAY STREET,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 720317,  Location: CITY OF SCHENECTADY (Lat: 42.808203,  Lng: -73.948144),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Features Intersected: EDISON AVENUE,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 720318,  Location: CITY OF SCHENECTADY (Lat: 42.806419,  Lng: -73.949775),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Features Intersected: WEAVER STREET,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 3.22m (10.56ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 720322,  Location: CITY OF SCHENECTADY (Lat: 42.803181,  Lng: -73.954211),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 18,074 (year 2017),  Truck Traffic: 5%,  Features Intersected: BROADWAY,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 720324,  Location: CITY OF SCHENECTADY (Lat: 42.808892,  Lng: -73.950150),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: EDISON AVENUE,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.8m (28.9ft)

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Structure Number: 720325,  Location: CITY OF SCHENECTADY (Lat: 42.817419,  Lng: -73.939828),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 713 (year 2014),  Truck Traffic: 5%,  Features Intersected: PINE STREET,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 3.86m (12.66ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 720326,  Location: CITY OF SCHENECTADY (Lat: 42.815003,  Lng: -73.942036),  Route carried "under" structure: City street ,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 4,150 (year 2018),  Truck Traffic: 1%,  Features Intersected: LIBERTY STREET,  Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 3.78m (12.40ft),  Kilometerpoint: 0.563,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.7m (31.8ft)

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Structure Number: 720327,  Location: SCHENECTADY CITY (Lat: 42.789197,  Lng: -73.938294),  Route carried "under" structure: City street ,  Year Built: 1902,  Structure Length: 0. m,  Average Daily Traffic: 13,588 (year 2018),  Truck Traffic: 3%,  Features Intersected: ALTAMONT AVENUE,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.37m (11.06ft),  Kilometerpoint: 0.177,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 720328,  Location: CITY OF SCHENECTADY (Lat: 42.788947,  Lng: -73.944144),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 0. m,  Average Daily Traffic: 4,341 (year 2018),  Truck Traffic: 2%,  Features Intersected: CRANE STREET,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.65m (11.98ft),  Kilometerpoint: 1.834,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 720329,  Location: CITY OF SCHENECTADY (Lat: 42.816264,  Lng: -73.941625),  Route carried "under" structure: City street ,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 6,999 (year 2018),  Truck Traffic: 6%,  Features Intersected: UNION STREET,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.595,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.9m (35.8ft)

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Structure Number: 7203301,  Location: CITY OF SCHENECTADY (Lat: 42.816247,  Lng: -73.941269),  Route carried "under" structure: City street ,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: UNION STREET,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.676,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.2m (36.7ft)

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Structure Number: 7203302,  Location: CITY OF SCHENECTADY (Lat: 42.816256,  Lng: -73.941425),  Route carried "under" structure: City street ,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 7,796 (year 2014),  Truck Traffic: 5%,  Features Intersected: UNION STREET,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.676,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 7203319,  Location: CITY OF SCHENECTADY (Lat: 42.816725,  Lng: -73.941497),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 12,848 (year 2016),  Truck Traffic: 6%,  Features Intersected: ERIE BOULEVARD,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.885,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 49.6m (162.7ft)

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Structure Number: 720332,  Location: CITY OF SCHENECTADY (Lat: 42.818081,  Lng: -73.941436),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Features Intersected: GREEN STREET,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.290,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 720333,  Location: CITY OF SCHENECTADY (Lat: 42.819800,  Lng: -73.942042),  Route carried "under" structure: City street ,  Year Built: 1905,  Structure Length: 0. m,  Features Intersected: FRONT STREET,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.88m (12.73ft),  Kilometerpoint: 0.274,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.6m (24.9ft)