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

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Structure Number: 1094131,  Location: CITY OF ALBANY SOUTH MALL (Lat: 42.649475,  Lng: -73.757981),  Route carried "on" structure: City street 913,  Year Built: 1976,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,671 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,730 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 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: 45.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $1,231,000,  Total Project Cost: $3,333,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1094132,  Location: CITY OF ALBANY SOUTH MALL (Lat: 42.649217,  Lng: -73.758217),  Route carried "on" structure: City street 913,  Year Built: 1976,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,671 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,730 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 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: 45.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $1,231,000,  Total Project Cost: $3,333,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1095889,  Location: 1.1 MI E JCT I90 & S.H.85 (Lat: 42.683728,  Lng: -73.784128),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1965,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 18,133 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,027 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: EVERETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.65m (25.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,782,000,  Roadway Improvement Cost: $2,215,000,  Total Project Cost: $5,997,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 220027,  Location: NORTHERN BLVD CITY ALBANY (Lat: 42.658661,  Lng: -73.764386),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 10,984 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,035 (year 2040),  Design Load: HS 20,  Features Intersected: SHERMAN STREET, ELK STRE,  Facility Carried by Structure: HENRY JOHNSON BVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.77m (45.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,858,000,  Roadway Improvement Cost: $2,259,000,  Total Project Cost: $6,117,000 ( 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: 22475,  Location: IN MIDDLE VILLAGE (Lat: 40.712267,  Lng: -73.888764),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 14,046 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,112 (year 2040),  Features Intersected: CSX TRANS/CPR&P&W,  Facility Carried by Structure: METROPOLITAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.977,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 157.9m (518.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 89.8 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: 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: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $23,188,000,  Roadway Improvement Cost: $13,579,000,  Total Project Cost: $36,767,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22482,  Location: AT MASPETH (Lat: 40.717800,  Lng: -73.909686),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 13,264 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,113 (year 2040),  Features Intersected: FLUSHING AVENUE,  Facility Carried by Structure: RUST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,854,000,  Roadway Improvement Cost: $1,671,000,  Total Project Cost: $4,525,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 225684,  Location: .8 MI NE JCT SH 32 & I787 (Lat: 42.640547,  Lng: -73.751911),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 1.43m (4.69ft),  Truck Traffic: 10%,  Features Intersected: BEAVER RELIEF SEWER,  Facility Carried by Structure: ALBANY CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $642,000 ( Estimate for 2021)

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Structure Number: 5513549,  Location: .56 MI SE EXIT 23 OF I87 (Lat: 42.625669,  Lng: -73.779081),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 18.87m (61.91ft),  Average Daily Traffic: 37,550 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 59,505 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Normans Kill, Rail Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.761,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.86m (61.88ft),  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: $42,843,000,  Roadway Improvement Cost: $25,089,000,  Total Project Cost: $67,932,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 551355,  Location: NB EXIT 23 RAMP OF I87 (Lat: 42.633117,  Lng: -73.780144),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1997,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,128 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,126 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NOONAN LANE,  Facility Carried by Structure: 87IX NB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $619,000 ( Estimate for 2021)

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Structure Number: 5513561,  Location: INT 23 ON I87 (Lat: 42.633228,  Lng: -73.781639),  Route carried "on" structure: Interstate 871,  Year Built: 1954,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 17,351 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,495 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX INT 23 RAMP, NOONAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.742,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 81.6 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: Somewhat better than minimum adequacy,  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: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,887,000,  Roadway Improvement Cost: $1,105,000,  Total Project Cost: $2,991,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5513562,  Location: INT 23 ON I87 (Lat: 42.633081,  Lng: -73.781856),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,332 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,694 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INT 23 RAMP, NOONAN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.3 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: 54.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,247,000,  Roadway Improvement Cost: $1,316,000,  Total Project Cost: $3,563,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551357,  Location: WATER TUNNEL (Lat: 42.640539,  Lng: -73.797053),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 34,701 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 54,990 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CITY WATER TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.271,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 49.0m (160.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 49.0m (160.8ft),  Out-to-Out Width: 65.8m (215.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,397,000,  Roadway Improvement Cost: $1,403,000,  Total Project Cost: $3,800,000 ( Estimate for 2021)

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Structure Number: 551358,  Location: 2.39MI NW INT23 ON I87 (Lat: 42.653736,  Lng: -73.819089),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 7,115 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,643 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: NEW SCOTLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.360,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.7 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: 44.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.58m (24.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,494,000,  Roadway Improvement Cost: $2,046,000,  Total Project Cost: $5,540,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5513599,  Location: 3 MI SE EXIT 24 ON I87 (Lat: 42.659944,  Lng: -73.826342),  Route carried "on" structure: Interstate 87,  Year Built: 1952,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 34,701 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 54,990 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KRUMKILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.489,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.9 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: 46.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,261,000,  Roadway Improvement Cost: $2,495,000,  Total Project Cost: $6,757,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 100762,  Location: JCT OF US 9W & I787 (Lat: 42.633511,  Lng: -73.775097),  Route carried "under" structure: Interstate 787,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 48,103 (year 2002),  Features Intersected: I-787 (SB), RTE I787,  Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.531,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 101598,  Location: JCT RTS 20 & 85 (Lat: 42.671667,  Lng: -73.808092),  Route carried "under" structure: State highway 85,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 1972),  Features Intersected: 85 85 11012010 EB, RTE,  Facility Carried by Structure: RTE 20
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 1.722,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 1022479,  Location: JCT RT 32 & I787 (Lat: 42.633264,  Lng: -73.763850),  Route carried "under" structure: Alternate City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 4,954 (year 2013),  Features Intersected: SO.PEARL ST.RT.32,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 102531,  Location: RTE 443 OVER NORMANSKILL (Lat: 42.633928,  Lng: -73.798058),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: OLD BRICK RD, MILL ROAD,,  Facility Carried by Structure: RTE 443
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 80.7m (264.8ft)

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Structure Number: 102532,  Location: JCT RTE 443 & I87 TO I90 (Lat: 42.637403,  Lng: -73.790719),  Route carried "under" structure: Interstate 87,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 46,162 (year 2014),  Features Intersected: 87IX NB, RTE I87,  Facility Carried by Structure: RTE 443
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 229.234,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1033101,  Location: .4MI N JCT 87I+WASH AV.EX (Lat: 42.695017,  Lng: -73.838850),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,636 (year 1999),  Features Intersected: 90I 90I 11011001-WB, RT,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 1033102,  Location: .4MI N JCT 87I+WASH.AV.EX (Lat: 42.695000,  Lng: -73.838611),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,636 (year 1999),  Features Intersected: 90I 90I 11011001- WB, R,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 1034479,  Location: JCT OF I90 & FULLER RD (Lat: 42.694108,  Lng: -73.830233),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,720 (year 2019),  Truck Traffic: 5%,  Features Intersected: FULLER RD -CR 156,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 2.237,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 1034489,  Location: 1.2 MI E JCT I90 & CR 156 (Lat: 42.687400,  Lng: -73.809306),  Route carried "under" structure: Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,672 (year 2000),  Features Intersected: 90I 90I11011018 WB, RTE,  Facility Carried by Structure: CAMPUS CONNECTOR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1034491,  Location: JCT I90 & RTE 85 (Lat: 42.686600,  Lng: -73.803500),  Route carried "under" structure: Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,672 (year 2000),  Features Intersected: 90I 90I11011021 WB, RTE,  Facility Carried by Structure: RTE 85
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.459,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 1034492,  Location: JCT I90 & RTE 85 (Lat: 42.686803,  Lng: -73.802872),  Route carried "under" structure: Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,672 (year 2000),  Features Intersected: 90I 90I11011021 WB, RTE,  Facility Carried by Structure: RTE 85
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 3.459,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1034519,  Location: JCT I90 & RTE 5 (Lat: 42.687269,  Lng: -73.798289),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 48,472 (year 2004),  Features Intersected: CENTRAL AVE (SR5),  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 590.744,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1034529,  Location: EXIT 5 OF I90 (Lat: 42.682506,  Lng: -73.784864),  Route carried "under" structure: Interstate 90,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,672 (year 2000),  Features Intersected: 90I 90I11011031-WB, RTE,  Facility Carried by Structure: EVERETT ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 5.149,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 103865,  Location: ROUTE 155 OVER 90IX (Lat: 42.714383,  Lng: -73.869231),  Route carried "under" structure: Interstate 90,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 68,800 (year 1999),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 155
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 240.626,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 1049669,  Location: 0.2 MI E JCT RT 9W & I787 (Lat: 42.633231,  Lng: -73.772392),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 17,200 (year 1979),  Features Intersected: TWY CONN WB RAMP,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.563,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 105446,  Location: 0.1 MI S JCT RT 9W & I787 (Lat: 42.632792,  Lng: -73.775347),  Route carried "under" structure: Interstate 787,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 1972),  Features Intersected: 787 SB, RTE I787,  Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 106031,  Location: 0.8 MI S JCT RTS 20 & 85 (Lat: 42.663308,  Lng: -73.818461),  Route carried "under" structure: State highway 85,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,600 (year 1997),  Features Intersected: 85 85 11012002, RTE 85,  Facility Carried by Structure: KRUMKILL ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.467,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 106032,  Location: 0.4 MI S JCT RTS 20 & 85 (Lat: 42.667603,  Lng: -73.812867),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,196 (year 2019),  Truck Traffic: 2%,  Features Intersected: BERKSHIRE BLVD,  Facility Carried by Structure: RTE 85
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.579,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 106034,  Location: .2 MI N JCT RTS 20 & 85 (Lat: 42.673772,  Lng: -73.805689),  Route carried "under" structure: State highway 85,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,777 (year 1998),  Features Intersected: 85 85 11012012, RTE 85,  Facility Carried by Structure: CAMPUS ACCESS RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 106035,  Location: .5 MI N JCT SH 20 & SH 85 (Lat: 42.677614,  Lng: -73.802228),  Route carried "under" structure: State highway 85,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,777 (year 1998),  Features Intersected: 85 85 11012015, RTE 85,,  Facility Carried by Structure: CAMPUS ACCESS RD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.590,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 106035,  Location: .5 MI N JCT SH 20 & SH 85 (Lat: 42.677614,  Lng: -73.802228),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,228 (year 2014),  Features Intersected: 85 85 11012015, RTE 85,,  Facility Carried by Structure: CAMPUS ACCESS RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.590,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 106036,  Location: 0.7 MI N JCT RTS 20 & 85 (Lat: 42.679044,  Lng: -73.801856),  Route carried "under" structure: State highway 85,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 27,777 (year 1998),  Features Intersected: 85 85 11012016, RTE 85,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.719,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1073511,  Location: JCT I87 OVER I90 (Lat: 42.694428,  Lng: -73.839222),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 9,586 (year 1989),  Features Intersected: FR I90E TO I87N,  Facility Carried by Structure: RTE 910F
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1073512,  Location: JCT I87 OVER I90 (Lat: 42.694325,  Lng: -73.839044),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 9,586 (year 1989),  Features Intersected: FR I90 E TO I87 N,  Facility Carried by Structure: RTE 910F
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1073521,  Location: JCT I87 OVER I90 (Lat: 42.692981,  Lng: -73.840133),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 16,102 (year 1989),  Features Intersected: FR I87 S TO I90 E,  Facility Carried by Structure: RTE 910F
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 1.126,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1073522,  Location: JCT I87 OVER I90 (Lat: 42.692908,  Lng: -73.839933),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 16,102 (year 1989),  Features Intersected: FR I87 S TO I90 E,  Facility Carried by Structure: RTE 910F
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 107353,  Location: RAMP SE OVER I90 (Lat: 42.695739,  Lng: -73.841403),  Route carried "under" structure: Interstate 90,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 1989),  Features Intersected: 90I 90I 1101 1000 WB, RT,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 107354,  Location: EXIT 24 THRUWAY TO I87 NB (Lat: 42.694853,  Lng: -73.835492),  Route carried "under" structure: Interstate 90,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 1989),  Features Intersected: 90I 90I11011004 WB, RTE,  Facility Carried by Structure: RTE 87
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 107355,  Location: N OF EXIT 24 OVER I90 (Lat: 42.701456,  Lng: -73.848628),  Route carried "under" structure: Interstate ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 16,630 (year 1989),  Features Intersected: 90IX EB, 90IX,  Facility Carried by Structure: RAMP 87IX
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 238.389,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 107356,  Location: .1 MI N OF EXIT 24 OF I90 (Lat: 42.702106,  Lng: -73.847483),  Route carried "under" structure: Interstate ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 31,020 (year 1989),  Features Intersected: 90IX EB, 90IX,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 238.373,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 107357,  Location: RAPP RD.OVER TWY. (Lat: 42.702747,  Lng: -73.850769),  Route carried "under" structure: Interstate 901X,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 16,630 (year 1989),  Features Intersected: 90 I WB, RAMP 90IX/T WB,  Facility Carried by Structure: RAPP ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 238.599,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 107357,  Location: RAPP RD.OVER TWY. (Lat: 42.702747,  Lng: -73.850769),  Route carried "under" structure: Interstate ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 31,020 (year 1989),  Features Intersected: 90 I WB, RAMP 90IX/T WB,  Facility Carried by Structure: RAPP ROAD
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 238.599,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 107358,  Location: .2 MI W OF EXIT 24 TOLL (Lat: 42.705039,  Lng: -73.853742),  Route carried "under" structure: Interstate 90,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1989),  Features Intersected: RTE I90
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 238.937,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 107944,  Location: WASHINGTON AVE. EXT. OVER (Lat: 42.693306,  Lng: -73.830869),  Route carried "under" structure: Alternate County highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 14,040 (year 2008),  Features Intersected: Fuller Rd,  Facility Carried by Structure: RTE 910
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 107945,  Location: Washington ave. ext. over (Lat: 42.693189,  Lng: -73.830361),  Route carried "under" structure: Alternate County highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 14,040 (year 2008),  Features Intersected: Fuller rd. rounda,  Facility Carried by Structure: RTE 910
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 1092421,  Location: JCT I90 & I787 (Lat: 42.667403,  Lng: -73.732833),  Route carried "under" structure: Interstate 787,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,050 (year 1972),  Features Intersected: 787I787I11011038, 90I 90,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.130,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1092421,  Location: JCT I90 & I787 (Lat: 42.667403,  Lng: -73.732833),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 787I787I11011038, 90I 90
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 20.837,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1092422,  Location: JCT I90 & I787 (Lat: 42.667267,  Lng: -73.733417),  Route carried "under" structure: Interstate 787,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1977),  Features Intersected: 787I787I11011038, 90I 90,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 6.130,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1092422,  Location: JCT I90 & I787 (Lat: 42.667267,  Lng: -73.733417),  Route carried "under" structure: Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 787I787I11011038, 90I 90
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 20.788,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1092431,  Location: JCT I90 & I787 (Lat: 42.667214,  Lng: -73.732800),  Route carried "under" structure: Interstate 787,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1977),  Features Intersected: 787IX SB, 90IX EB Ramp,,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.130,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1092431,  Location: JCT I90 & I787 (Lat: 42.667214,  Lng: -73.732800),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 787IX SB, 90IX EB Ramp,
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.815,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1092432,  Location: JCT I90 & I787 (Lat: 42.667419,  Lng: -73.733389),  Route carried "under" structure: Interstate 787,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1977),  Features Intersected: 787IX SB, 90IX EB Ramp,,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 6.130,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1092432,  Location: JCT I90 & I787 (Lat: 42.667419,  Lng: -73.733389),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 787IX SB, 90IX EB Ramp,
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 9.815,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1092441,  Location: 0.3 MI N JCT I90 & I787 (Lat: 42.667039,  Lng: -73.733003),  Route carried "under" structure: Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 27,262 (year 2000),  Features Intersected: 787I787I11011038, 90I 90
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 20.788,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 1092441,  Location: 0.3 MI N JCT I90 & I787 (Lat: 42.667039,  Lng: -73.733003),  Route carried "under" structure: Interstate 787,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1977),  Features Intersected: 787I787I11011038, 90I 90
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 6.130,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 1092442,  Location: 0.3 MI N JCT I90 & I787 (Lat: 42.667156,  Lng: -73.733192),  Route carried "under" structure: Interstate 787,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1977),  Features Intersected: 787I787I11011038 NB, 90I
Minimum Vertical Clearance: 12.99m (42.62ft),  Kilometerpoint: 6.130,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 1092442,  Location: 0.3 MI N JCT I90 & I787 (Lat: 42.667156,  Lng: -73.733192),  Route carried "under" structure: Interstate 90,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2021),  Features Intersected: 787I787I11011038 NB, 90I,  Facility Carried by Structure: RAMP I787 NB to I9
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 20.788,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 1092451,  Location: 0.3 MI NW JCT I90 & I787 (Lat: 42.669300,  Lng: -73.736256),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,103 (year 2019),  Truck Traffic: 9%,  Features Intersected: ERIE BLVD, DELAWARE & HU,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 1.545,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 1092452,  Location: 0.3 MI NW JCT I90 & I787 (Lat: 42.669178,  Lng: -73.736333),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,103 (year 2019),  Truck Traffic: 9%,  Features Intersected: ERIE BLVD., DELAWARE & H,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 1092461,  Location: 0.5 MI NW JCT I90 & I787 (Lat: 42.670225,  Lng: -73.739289),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,934 (year 2018),  Truck Traffic: 6%,  Features Intersected: BROADWAY,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.280,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1092462,  Location: 0.5 MI NW JCT I90 & I787 (Lat: 42.670000,  Lng: -73.739425),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,934 (year 2018),  Truck Traffic: 6%,  Features Intersected: BROADWAY,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.232,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1092471,  Location: 0.6 MI NW JCT I90 & I787 (Lat: 42.670217,  Lng: -73.741356),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1978),  Features Intersected: NO.PEARL ST. RT32,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1092472,  Location: 0.6 MI NW JCT I90 & I787 (Lat: 42.669983,  Lng: -73.741497),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1978),  Features Intersected: NO.PEARL ST-RT 32,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 7.87m (25.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 109248,  Location: LOUDONVILLE RD & I90 RAMP (Lat: 42.669758,  Lng: -73.745053),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 113,219 (year 2013),  Features Intersected: 90I 90I11012011WB, I 90,  Facility Carried by Structure: LOUDONVILLE ROAD
Minimum Vertical Clearance: 10.99m (36.06ft),  Kilometerpoint: 8.850,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 109248,  Location: LOUDONVILLE RD & I90 RAMP (Lat: 42.669758,  Lng: -73.745053),  Route carried "under" structure: Interstate ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 113,219 (year 2013),  Features Intersected: 90I 90I11012011WB, I 90,  Facility Carried by Structure: LOUDONVILLE ROAD
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 8.850,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 1092491,  Location: RAMP I90 EB OFF TO 9 NB (Lat: 42.669531,  Lng: -73.749242),  Route carried "under" structure: Interstate 90,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 137,270 (year 2013),  Features Intersected: 90I 90I 1101 3010 WB, US
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 8.512,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 1092492,  Location: RAMP I90 WB OFF TO 9 SB (Lat: 42.669744,  Lng: -73.748425),  Route carried "under" structure: Interstate 90,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 137,270 (year 2013),  Features Intersected: 90I 90I 1101 3010 WB, US
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 8.528,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.8m (156.8ft)