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

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Structure Number: 1092839,  Location: JCT I90 & HUDSON RIVER (Lat: 42.664383,  Lng: -73.728089),  Route carried "on" structure: Interstate 90,  Year Built: 1968,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 54.77m (179.69ft),  Average Daily Traffic: 58,411 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 92,563 (year 2040),  Design Load: HS 20,  Features Intersected: Mohawk-Hudson Bike-Hike,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.2m (59.7ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.77m (179.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $89,038,000,  Roadway Improvement Cost: $52,141,000,  Total Project Cost: $141,179,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109283A,  Location: JCT I90 & HUDSON RIVER (Lat: 42.666092,  Lng: -73.730569),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1968,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.80m (22.31ft),  Truck Traffic: 18%,  Design Load: HS 20,  Features Intersected: HUDSON RIVER BANK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.79m (22.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $1,460,000,  Roadway Improvement Cost: $855,000,  Total Project Cost: $2,315,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109283B,  Location: JCT I90 & HUDSON RIVER (Lat: 42.665775,  Lng: -73.730928),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1968,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 13,680 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,678 (year 2040),  Design Load: HS 20,  Features Intersected: HUDSON RIVER BANK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.79m (22.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $1,480,000,  Roadway Improvement Cost: $867,000,  Total Project Cost: $2,346,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 109284,  Location: .1 MI W JCT I90 & SH 85 (Lat: 42.687061,  Lng: -73.803886),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,661 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,555 (year 2040),  Design Load: HS 20,  Features Intersected: PATROON CREEK,  Facility Carried by Structure: SH 85 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $279,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109285,  Location: .1 MI E JCT I90 & SH 85 (Lat: 42.687053,  Lng: -73.802953),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,164 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,405 (year 2039),  Design Load: H 20,  Features Intersected: PATROON CREEK,  Facility Carried by Structure: SH 85 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $229,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109286,  Location: .3 MI W JCT I90 & US 5 (Lat: 42.687222,  Lng: -73.801822),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,443 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,379 (year 2040),  Design Load: HS 20,  Features Intersected: PATROON CREEK,  Facility Carried by Structure: SH 85 NB TO I90WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $185,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109287,  Location: .2 MI W JCT I90 & US 5 (Lat: 42.687397,  Lng: -73.801097),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,661 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,555 (year 2040),  Design Load: H 20,  Features Intersected: PATROON CREEK,  Facility Carried by Structure: I90WB TO SH 85 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: 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: April 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $229,000 ( Estimate for 2021)

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Structure Number: 1092881,  Location: JCT I787 & CSX RR/ AMTRA (Lat: 42.655381,  Lng: -73.744375),  Route carried "on" structure: Interstate 787,  Year Built: 1970,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 66.78m (219.09ft),  Average Daily Traffic: 42,071 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 58,899 (year 2031),  Design Load: HS 20,  Features Intersected: ROUTE 9 RAMP TO CLINTON,
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 3.910,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 66.78m (219.09ft),  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: $25,289,000,  Roadway Improvement Cost: $14,809,000,  Total Project Cost: $40,099,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092882,  Location: JCT I787 & CONRAIL/AMTRAK (Lat: 42.655275,  Lng: -73.744228),  Route carried "on" structure: Interstate 787,  Year Built: 1970,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 66.51m (218.21ft),  Average Daily Traffic: 31,370 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,712 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 9 RAMP TO CLINTON,
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 3.910,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: 66.50m (218.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $27,073,000,  Roadway Improvement Cost: $15,854,000,  Total Project Cost: $42,928,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109288A,  Location: JCT I787 & MONTGOMERY ST (Lat: 42.654678,  Lng: -73.745631),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1970,  Status: Open,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 1,328 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,104 (year 2040),  Design Load: HS 20,  Features Intersected: WATER ST, D & H R.R.,  Facility Carried by Structure: RAMP I787 SB to Cl
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 55.1m (180.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: 26.09m (85.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,654,000,  Roadway Improvement Cost: $2,140,000,  Total Project Cost: $5,794,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109288B,  Location: I787 NB OFF CLINTON AVE (Lat: 42.655419,  Lng: -73.744928),  Route carried "on" structure: Interstate 9,  Year Built: 1970,  Status: Open,  Structure Length: 27.01m (88.62ft),  Average Daily Traffic: 2,736 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,170 (year 2040),  Design Load: HS 20,  Features Intersected: WATER STREET, DELAWARE &
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum 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: 27.00m (88.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,500,000,  Roadway Improvement Cost: $2,050,000,  Total Project Cost: $5,550,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109288C,  Location: JCT ORANGE ST & I787 NB (Lat: 42.653272,  Lng: -73.746111),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1970,  Status: Open,  Structure Length: 52.40m (171.92ft),  Average Daily Traffic: 9,750 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 15,450 (year 2040),  Design Load: H 20,  Features Intersected: US 9, 787IX SB, WATER ST,  Facility Carried by Structure: CLINT AVE TO I787
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum 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: 52.39m (171.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $8,597,000,  Roadway Improvement Cost: $5,034,000,  Total Project Cost: $13,631,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109288D,  Location: JCT ORANGE ST & I787 SB (Lat: 42.652486,  Lng: -73.747578),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1970,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 79,759 (year 1989),  Truck Traffic: 9%,  Average Future Daily Traffic: 111,663 (year 2009),  Design Load: H 20,  Features Intersected: WATER STREET,  Facility Carried by Structure: CLINTON AVE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.28m (56.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,133,000,  Roadway Improvement Cost: $1,835,000,  Total Project Cost: $4,968,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109292,  Location: 1.1 MI S JCT I90 & I787 (Lat: 42.654208,  Lng: -73.746053),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1970,  Status: Open,  Structure Length: 21.88m (71.78ft),  Average Daily Traffic: 2,920 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,088 (year 2030),  Design Load: H 20,  Features Intersected: I787SB TO CLINTON, ORANG,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 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: 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: 21.88m (71.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,798,000,  Roadway Improvement Cost: $2,810,000,  Total Project Cost: $7,608,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109294,  Location: NB RMP US9 & 20 O/HDSN RV (Lat: 42.644286,  Lng: -73.749411),  Route carried "on" structure: Ramp Interstate 9,  Year Built: 1972,  Status: Open,  Structure Length: 39.96m (131.10ft),  Average Daily Traffic: 12,483 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,465 (year 2040),  Design Load: H 20,  Features Intersected: QUAY STREET, S MALL-EB t
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 32 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.95m (131.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $12,484,000,  Roadway Improvement Cost: $7,310,000,  Total Project Cost: $19,794,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109294A,  Location: DOWNTOWN ALBANY (Lat: 42.644433,  Lng: -73.749914),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1973,  Status: Open,  Structure Length: 56.39m (185.01ft),  Average Daily Traffic: 3,391 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,373 (year 2040),  Design Load: H 20,  Features Intersected: 787I 787I 1101 1019 SB,,  Facility Carried by Structure: DUNN WB TO I787 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 32,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.38m (184.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $10,188,000,  Roadway Improvement Cost: $5,966,000,  Total Project Cost: $16,154,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092951,  Location: I787 & BWAY-QUAY ST CONN (Lat: 42.646272,  Lng: -73.749153),  Route carried "on" structure: Interstate 787,  Year Built: 1973,  Status: Open,  Structure Length: 2.26m (7.41ft),  Truck Traffic: 9%,  Design Load: H 20,  Features Intersected: BWAY-QUAY ST CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 64.4 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: Equal to present minimum 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: August 2021,  Bridge Improvement Cost: $1,640,000,  Roadway Improvement Cost: $961,000,  Total Project Cost: $2,601,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092952,  Location: I787 & BWAY-QUAY ST CONN (Lat: 42.646197,  Lng: -73.748847),  Route carried "on" structure: Interstate 787,  Year Built: 1973,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 14,568 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,085 (year 2040),  Design Load: H 20,  Features Intersected: BWAY-QUAY ST CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 4,  Lanes under structure: 4,  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: 21.6m (70.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,716,000,  Roadway Improvement Cost: $1,005,000,  Total Project Cost: $2,721,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109297,  Location: I787 SB RAMP & BROADWAY (Lat: 42.643417,  Lng: -73.751950),  Route carried "on" structure: Ramp Interstate 787,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 56.51m (185.40ft),  Average Daily Traffic: 9,192 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,235 (year 2040),  Design Load: H 20,  Features Intersected: 787I 787I 11011018 NB, B
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.50m (185.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $13,028,000,  Roadway Improvement Cost: $7,629,000,  Total Project Cost: $20,657,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109297A,  Location: I787 58 RAMP&BDWAY-ALBANY (Lat: 42.645194,  Lng: -73.751631),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1973,  Status: Open,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 3,252 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 5,153 (year 2040),  Design Load: H 20,  Features Intersected: SM-OFF TO PEARL ST, GREE,  Facility Carried by Structure: I787 SB TO SMX WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 91.9 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: Somewhat better than minimum adequacy,  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: 25.75m (84.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,496,000,  Roadway Improvement Cost: $2,633,000,  Total Project Cost: $7,129,000 ( 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: 1092981,  Location: E.S.PLAZA RAMP & NB I787 (Lat: 42.643719,  Lng: -73.749456),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1972,  Status: Open,  Structure Length: 70.41m (231.00ft),  Truck Traffic: 5%,  Design Load: H 20,  Features Intersected: 787I787I11011011-NB, BRO
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.629,  Lanes on structure: 2,  Lanes under structure: 27,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.5 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $20,873,000,  Roadway Improvement Cost: $12,223,000,  Total Project Cost: $33,096,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092982,  Location: E.S.PLAZA & SB I787 (Lat: 42.643639,  Lng: -73.749497),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1972,  Status: Open,  Structure Length: 70.41m (231.00ft),  Truck Traffic: 5%,  Design Load: H 20,  Features Intersected: 787I787I11011011-NB, BRO
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 26.629,  Lanes on structure: 2,  Lanes under structure: 27,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 80.7 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $20,873,000,  Roadway Improvement Cost: $12,223,000,  Total Project Cost: $33,096,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109298A,  Location: RAMP SO MALL EXPRESS WB (Lat: 42.645478,  Lng: -73.752214),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 21.00m (68.90ft),  Average Daily Traffic: 6,919 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,017 (year 2040),  Design Load: H 20,  Features Intersected: TO SO MALL EXP WB, GREEN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 26.420,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 64.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.00m (68.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,495,000,  Roadway Improvement Cost: $2,047,000,  Total Project Cost: $5,542,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109298B,  Location: ON RAMP I787 SB & MADISON (Lat: 42.645369,  Lng: -73.752861),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1972,  Status: Open,  Structure Length: 51.76m (169.82ft),  Average Daily Traffic: 5,183 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,213 (year 2040),  Design Load: H 20,  Features Intersected: BROADWAY, BROADWAY, BROA,  Facility Carried by Structure: SMX EB TO 787SB
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.75m (169.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $8,543,000,  Roadway Improvement Cost: $5,003,000,  Total Project Cost: $13,547,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109298C,  Location: SO MALL EXP OFF TO I787NB (Lat: 42.643158,  Lng: -73.751294),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1973,  Status: Open,  Structure Length: 56.33m (184.81ft),  Average Daily Traffic: 4,071 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,451 (year 2040),  Design Load: H 20,  Features Intersected: 787I 787I 1101 1014 NB,,  Facility Carried by Structure: SMX EB TO 787 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 21,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.32m (184.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $10,263,000,  Roadway Improvement Cost: $6,010,000,  Total Project Cost: $16,273,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109298D,  Location: ON RAMP E S PLAZA EXP EB (Lat: 42.644567,  Lng: -73.751694),  Route carried "on" structure: Ramp Interstate 9,  Year Built: 1969,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 6,919 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,017 (year 2040),  Design Load: H 20,  Features Intersected: OFF-RAMP TO 787I, GREEN
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 26.275,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.66m (67.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,082,000,  Roadway Improvement Cost: $2,390,000,  Total Project Cost: $6,472,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092991,  Location: IN ALBANY (Lat: 42.637683,  Lng: -73.755889),  Route carried "on" structure: Interstate 787,  Year Built: 1973,  Status: Open,  Structure Length: 69.43m (227.79ft),  Average Daily Traffic: 32,372 (year 2011),  Truck Traffic: 10%,  Design Load: H 20,  Features Intersected: VINE STREET, MULTI-USE T
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 1.995,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: 69.43m (227.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $24,793,000,  Roadway Improvement Cost: $14,519,000,  Total Project Cost: $39,312,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092992,  Location: I787 & B:WAY - D&H RWY (Lat: 42.637536,  Lng: -73.755875),  Route carried "on" structure: Interstate 787,  Year Built: 1973,  Status: Open,  Structure Length: 69.68m (228.61ft),  Average Daily Traffic: 21,223 (year 2011),  Truck Traffic: 18%,  Average Future Daily Traffic: 33,631 (year 2040),  Design Load: H 20,  Features Intersected: VINE STREET, BROADWAY, D
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 1.995,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 69.67m (228.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $24,941,000,  Roadway Improvement Cost: $14,606,000,  Total Project Cost: $39,547,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109299A,  Location: RAMP I787 NB - SO MALL WB (Lat: 42.643069,  Lng: -73.750189),  Route carried "on" structure: Bypass Interstate 787,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 88.70m (291.01ft),  Average Daily Traffic: 1,308 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,072 (year 2040),  Design Load: H 20,  Features Intersected: SOUTH MALL EXPWAY WB, 78
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 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: 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: 88.69m (290.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $16,643,000,  Roadway Improvement Cost: $9,746,000,  Total Project Cost: $26,389,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109299B,  Location: I787 NB TO DUNN BR RAMP (Lat: 42.642278,  Lng: -73.751306),  Route carried "on" structure: Bypass Interstate ,  Year Built: 1973,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 24.29m (79.69ft),  Average Daily Traffic: 1,579 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,502 (year 2040),  Design Load: H 20,  Features Intersected: Broadway Connector to Qu,  Facility Carried by Structure: 787NB TO SMX EB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.29m (79.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $4,704,000,  Roadway Improvement Cost: $2,755,000,  Total Project Cost: $7,459,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109314,  Location: 0.2 MI NW JCT 85 & 910D (Lat: 42.680050,  Lng: -73.803600),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 15,646 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,719 (year 2040),  Design Load: HS 20,  Features Intersected: ACCESS ROAD B,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Agenciy,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.1 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,676,000,  Roadway Improvement Cost: $2,152,000,  Total Project Cost: $5,828,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1093151,  Location: 0.4 MI NW JCT 85 & 910D (Lat: 42.682261,  Lng: -73.807433),  Route carried "on" structure: Ramp State highway 914,  Year Built: 1963,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 2,258 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,743 (year 2040),  Design Load: HS 20,  Features Intersected: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $842,000,  Roadway Improvement Cost: $493,000,  Total Project Cost: $1,335,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1093152,  Location: 0.4 MI NW JCT 85 & 910D (Lat: 42.682122,  Lng: -73.807192),  Route carried "on" structure: Ramp State highway 914,  Year Built: 1963,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,322 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,606 (year 2040),  Design Load: HS 20,  Features Intersected: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $842,000,  Roadway Improvement Cost: $493,000,  Total Project Cost: $1,335,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109316,  Location: .7 MI NW JCT SH85 & 910D (Lat: 42.684656,  Lng: -73.811581),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 15,646 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,719 (year 2040),  Design Load: HS 20,  Features Intersected: CAMPUS-I90 CONN.,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.889,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 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: 81.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,249,000,  Roadway Improvement Cost: $1,317,000,  Total Project Cost: $3,567,000 ( 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: 109317,  Location: 0.8 MI NW JCT 85 & 910D (Lat: 42.685139,  Lng: -73.810461),  Route carried "on" structure: Ramp City street ,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 2,352 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,857 (year 2040),  Design Load: HS 20,  Features Intersected: CAMPUS I-90 CONN,  Facility Carried by Structure: CAMPUS ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,454,000,  Roadway Improvement Cost: $852,000,  Total Project Cost: $2,306,000 ( 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: 109318,  Location: 0.7 MI NW JCT 85 & 910D (Lat: 42.685103,  Lng: -73.812353),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 15,646 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,719 (year 2040),  Design Load: HS 20,  Features Intersected: ACCESS ROAD B,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.969,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Agenciy,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 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: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,058,000,  Roadway Improvement Cost: $1,205,000,  Total Project Cost: $3,263,000 ( 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: 1093209,  Location: JCT RTS 910D & 910F (Lat: 42.690392,  Lng: -73.841786),  Route carried "on" structure: State highway 910D,  Year Built: 1968,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 18,944 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,952 (year 2040),  Design Load: HS 20,  Features Intersected: 910F910F11011005 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,985,000,  Roadway Improvement Cost: $2,334,000,  Total Project Cost: $6,318,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous