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

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Structure Number: 1026261,  Location: 4.4 MI E JCT RTS 365 & 46 (Lat: 43.182089,  Lng: -75.333194),  Route carried "on" structure: State highway 49,  Year Built: 1998,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 8,542 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.973,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,381,000,  Roadway Improvement Cost: $809,000,  Total Project Cost: $2,189,000 ( 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: 1026262,  Location: 4.4 MI E JCT RTS 365 & 46 (Lat: 43.182017,  Lng: -75.333342),  Route carried "on" structure: State highway 49,  Year Built: 1998,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 8,542 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.973,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,315,000,  Roadway Improvement Cost: $770,000,  Total Project Cost: $2,085,000 ( 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: 102627,  Location: .5 MI NE JCT SH69 & CR32 (Lat: 43.169394,  Lng: -75.322428),  Route carried "on" structure: State highway 922E,  Year Built: 2002,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 3,931 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,863 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 49 EB 49 26023064, RTE 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,230,000,  Roadway Improvement Cost: $720,000,  Total Project Cost: $1,950,000 ( 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: 105178,  Location: SH 291 / RELOCATED SH 49 (Lat: 43.149053,  Lng: -75.293628),  Route carried "on" structure: State highway 291,  Year Built: 2002,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 7,980 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,694 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 49 2602 3584, RTE 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,791,000,  Roadway Improvement Cost: $1,049,000,  Total Project Cost: $2,840,000 ( 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: 105179,  Location: 1.7 MI N JCT RTS 49 & 291 (Lat: 43.169592,  Lng: -75.291586),  Route carried "on" structure: State highway 291,  Year Built: 1985,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 1,148 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,394 (year 2040),  Design Load: HS 20,  Features Intersected: MOHAWK ADIR & NO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.199,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,711,000,  Roadway Improvement Cost: $1,002,000,  Total Project Cost: $2,713,000 ( 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: 105181,  Location: 04MI S JCT RTS 291+365 (Lat: 43.226839,  Lng: -75.287344),  Route carried "on" structure: State highway 291,  Year Built: 2016,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,138 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,187 (year 2040),  Design Load: HL 93,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.279,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $708,000,  Roadway Improvement Cost: $415,000,  Total Project Cost: $1,123,000 ( 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: 107372,  Location: IN MAYNARD (Lat: 43.123364,  Lng: -75.241589),  Route carried "on" structure: Ramp State highway 49,  Year Built: 1989,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 302 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 376 (year 2040),  Design Load: HS 20,  Features Intersected: GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 35.3 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: 27.2 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $504,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107373,  Location: .75 MI W N.S.ART (Lat: 43.125250,  Lng: -75.243361),  Route carried "on" structure: Ramp State highway 49,  Year Built: 1989,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 302 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 376 (year 2040),  Design Load: HS 20,  Features Intersected: 90 IX, RTE 49, NYS RTE 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 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: 11.76m (38.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,860,000,  Roadway Improvement Cost: $1,675,000,  Total Project Cost: $4,535,000 ( 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: 1077281,  Location: IN MAYNARD (Lat: 43.137806,  Lng: -75.271442),  Route carried "on" structure: State highway 49,  Year Built: 2001,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 7,582 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,461 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.165,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 1077282,  Location: IN MAYNARD (Lat: 43.137828,  Lng: -75.271656),  Route carried "on" structure: State highway 49,  Year Built: 2001,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 7,582 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,461 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.165,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.5m (165.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,721,000,  Roadway Improvement Cost: $1,008,000,  Total Project Cost: $2,729,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107729,  Location: 1.5 MI E JCT SH291 & SH49 (Lat: 43.136222,  Lng: -75.270178),  Route carried "on" structure: State highway 49,  Year Built: 2001,  Status: Open,  Structure Length: 13.69m (44.91ft),  Average Daily Traffic: 15,163 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,923 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.326,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 70.4m (231.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 13.68m (44.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,978,000,  Roadway Improvement Cost: $1,744,000,  Total Project Cost: $4,722,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1090441,  Location: 3.7 MI N JCT RTS 12 & 49 (Lat: 43.163644,  Lng: -75.204619),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 6,564 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,191 (year 2040),  Design Load: HS 20,  Features Intersected: DOYLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.618,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,064,000,  Roadway Improvement Cost: $623,000,  Total Project Cost: $1,686,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1090442,  Location: 3.7 MI N JCT RTS 12 & 49 (Lat: 43.163586,  Lng: -75.204167),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 6,564 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,191 (year 2040),  Design Load: HS 20,  Features Intersected: DOYLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.618,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,169,000,  Roadway Improvement Cost: $685,000,  Total Project Cost: $1,854,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 131078,  Location: 0.4 MI S JCT I90 & BG CNL (Lat: 43.130936,  Lng: -75.279542),  Route carried "on" structure: State highway 922A,  Year Built: 1981,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,519 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,778 (year 2040),  Design Load: HS 20,  Features Intersected: MOHAWK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $833,000,  Total Project Cost: $2,255,000 ( 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: 220584,  Location: 2 MI SW STITTVILLE (Lat: 43.207864,  Lng: -75.305614),  Route carried "on" structure: Other road ,  Year Built: 1957,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 136 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 190 (year 2039),  Design Load: H 20,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: POWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $616,000,  Roadway Improvement Cost: $361,000,  Total Project Cost: $977,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 331079,  Location: 0.03 MILES WEST OF RT 291 (Lat: 43.223631,  Lng: -75.289353),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 758 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,061 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CR39 MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $863,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33108,  Location: MARCY (Lat: 43.182253,  Lng: -75.331056),  Route carried "on" structure: County highway ,  Year Built: 1921,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 4,288 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,305 (year 2040),  Design Load: HS 20,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CR 88 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.728,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,302,000,  Roadway Improvement Cost: $1,348,000,  Total Project Cost: $3,650,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 331081,  Location: 2 MILES NW OF MARCY (Lat: 43.189331,  Lng: -75.327572),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 323 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 452 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: RITCHIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $634,000,  Roadway Improvement Cost: $371,000,  Total Project Cost: $1,005,000 ( 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: 336753,  Location: 500'W INT RTS 291 & CR 88 (Lat: 43.153744,  Lng: -75.296111),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,948 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,122 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CRANE CREEK,  Facility Carried by Structure: OLD RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.024,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 74.5 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $291,000 ( Estimate for 2021)

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Structure Number: 336916,  Location: CAVANAUGH RD OVER S H 49 (Lat: 43.141411,  Lng: -75.274483),  Route carried "on" structure: Other road 922,  Year Built: 2000,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 5,853 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,241 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: STATE HIGHWAY 49 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,430,000,  Roadway Improvement Cost: $837,000,  Total Project Cost: $2,267,000 ( 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: 405177,  Location: .6 MI NE JCT SH69 & SH291 (Lat: 43.146397,  Lng: -75.295983),  Route carried "on" structure: State highway 291,  Year Built: 2008,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 7,980 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,694 (year 2040),  Design Load: HL 93,  Features Intersected: Erie Canal Trail, BARGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 31.6m (103.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.02m (32.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,692,000,  Roadway Improvement Cost: $1,577,000,  Total Project Cost: $4,269,000 ( 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: 442602,  Location: .2 MI E JCT I90 & BRG CNL (Lat: 43.134975,  Lng: -75.277544),  Route carried "on" structure: State highway 922A,  Year Built: 1981,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 10,519 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,778 (year 2040),  Design Load: HS 20,  Features Intersected: Erie Canal Trail, ERIE B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 31.6m (103.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.5 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: 22.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.42m (34.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $2,509,000,  Roadway Improvement Cost: $1,469,000,  Total Project Cost: $3,979,000 ( 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: 4426299,  Location: 2 MI EAST EXIT 32 OF I90 (Lat: 43.136258,  Lng: -75.281342),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 19,195 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 22,116 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Erie Canal Trail, NYS BA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.973,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 32 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 13.1m (43.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 62.8m (206.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,125,000,  Roadway Improvement Cost: $3,587,000,  Total Project Cost: $9,712,000 ( 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: 5513009,  Location: 4.48 MI W INT 31 ON I-90 (Lat: 43.135303,  Lng: -75.284861),  Route carried "on" structure: Interstate 90,  Year Built: 1955,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 19,195 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 22,116 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MOHAWK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.651,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 33.4m (109.6ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,285,000,  Roadway Improvement Cost: $3,681,000,  Total Project Cost: $9,966,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5513019,  Location: 4.03 MI W INT 31 ON I-90 (Lat: 43.137019,  Lng: -75.276394),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 19,195 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 22,116 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 922A 922A26011015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.408,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 33.9m (111.2ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,255,000,  Roadway Improvement Cost: $1,320,000,  Total Project Cost: $3,575,000 ( 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: 5513129,  Location: 2.07 MI W INT 31 ON I-90 (Lat: 43.125519,  Lng: -75.242153),  Route carried "on" structure: Interstate 90,  Year Built: 1955,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,054 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,315 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 10,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 66.1m (216.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 94.0m (308.4ft),  Out-to-Out Width: 95.1m (312.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 76.0 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,412,000,  Roadway Improvement Cost: $1,413,000,  Total Project Cost: $3,825,000 ( Estimate for 2021)

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Structure Number: 102627,  Location: .5 MI NE JCT SH69 & CR32 (Lat: 43.169394,  Lng: -75.322428),  Route carried "under" structure: State highway 49,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 13,605 (year 1999),  Features Intersected: 49 EB 49 26023064, RTE 4,  Facility Carried by Structure: RTE 922E
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 6.356,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 105178,  Location: SH 291 / RELOCATED SH 49 (Lat: 43.149053,  Lng: -75.293628),  Route carried "under" structure: State highway 49,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 17,600 (year 2021),  Features Intersected: 49 2602 3584, RTE 49,  Facility Carried by Structure: RTE 291
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 9.718,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 107368,  Location: .25 MI W JCT SH8/12 & I90 (Lat: 43.123653,  Lng: -75.235436),  Route carried "under" structure: State highway 790,  Year Built: 1989,  Structure Length: 0. m,  Features Intersected: Rt 49 EB, 90IX EB, RT 49,  Facility Carried by Structure: PED/BIKE PATH
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 99.597,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 107368,  Location: .25 MI W JCT SH8/12 & I90 (Lat: 43.123653,  Lng: -75.235436),  Route carried "under" structure: Interstate 90,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 1986),  Features Intersected: Rt 49 EB, 90IX EB, RT 49,  Facility Carried by Structure: PED/BIKE PATH
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 377.439,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 107368,  Location: .25 MI W JCT SH8/12 & I90 (Lat: 43.123653,  Lng: -75.235436),  Route carried "under" structure: Interstate ,  Year Built: 1989,  Structure Length: 0. m,  Features Intersected: Rt 49 EB, 90IX EB, RT 49,  Facility Carried by Structure: PED/BIKE PATH
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.965,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 107373,  Location: .75 MI W N.S.ART (Lat: 43.125250,  Lng: -75.243361),  Route carried "under" structure: Interstate 49,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 1986),  Features Intersected: 90 IX, RTE 49, NYS RTE 4
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 377.311,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 107373,  Location: .75 MI W N.S.ART (Lat: 43.125250,  Lng: -75.243361),  Route carried "under" structure: Interstate ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1993),  Features Intersected: 90 IX, RTE 49, NYS RTE 4,  Facility Carried by Structure: RTE 49
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 377.311,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 1077281,  Location: IN MAYNARD (Lat: 43.137806,  Lng: -75.271442),  Route carried "under" structure: Other road ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Features Intersected: RIVER ROAD,  Facility Carried by Structure: RTE 49
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 1077282,  Location: IN MAYNARD (Lat: 43.137828,  Lng: -75.271656),  Route carried "under" structure: Other road ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Features Intersected: RIVER ROAD,  Facility Carried by Structure: RTE 49
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.5m (165.7ft)

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Structure Number: 107729,  Location: 1.5 MI E JCT SH291 & SH49 (Lat: 43.136222,  Lng: -75.270178),  Route carried "under" structure: Interstate 90,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 22,638 (year 1998),  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 49
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 380.689,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 70.4m (231.0ft)

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Structure Number: 107797,  Location: .2 MI SE SH 290 & SH 49 (Lat: 43.147697,  Lng: -75.288467),  Route carried "under" structure: State highway 49,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2004),  Features Intersected: 49 49 26023587 WB, RTE,  Facility Carried by Structure: PED/ BIKE PATH
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 57.715,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 107797,  Location: .2 MI SE SH 290 & SH 49 (Lat: 43.147697,  Lng: -75.288467),  Route carried "under" structure: State highway ,  Year Built: 2005,  Structure Length: 0. m,  Features Intersected: 49 49 26023587 WB, RTE,  Facility Carried by Structure: PED/ BIKE PATH
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 57.715,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 1090441,  Location: 3.7 MI N JCT RTS 12 & 49 (Lat: 43.163644,  Lng: -75.204619),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: DOYLE ROAD,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.080,  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: 1090442,  Location: 3.7 MI N JCT RTS 12 & 49 (Lat: 43.163586,  Lng: -75.204167),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: DOYLE ROAD,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 4.60m (15.09ft),  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: 336916,  Location: CAVANAUGH RD OVER S H 49 (Lat: 43.141411,  Lng: -75.274483),  Route carried "under" structure: State highway 49,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2015),  Features Intersected: STATE HIGHWAY 49 WB, RTE,  Facility Carried by Structure: RTE 922
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 4.425,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 442602,  Location: .2 MI E JCT I90 & BRG CNL (Lat: 43.134975,  Lng: -75.277544),  Route carried "under" structure: Business Other road ,  Year Built: 1981,  Structure Length: 0. m,  Features Intersected: Erie Canal Trail, ERIE B,  Facility Carried by Structure: RTE 922A
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 5513019,  Location: 4.03 MI W INT 31 ON I-90 (Lat: 43.137019,  Lng: -75.276394),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 12,347 (year 2015),  Features Intersected: 922A 922A26011015,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 702628,  Location: 1 MI W JCT RTS 8/12 & 49 (Lat: 43.129503,  Lng: -75.245894),  Route carried "under" structure: State highway ,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 21,017 (year 2000),  Features Intersected: River Rd,  Facility Carried by Structure: MOHAWK,ADIR.& NO.
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 14.336,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 70518,  Location: 2 MI S JCT SH 291 & SH 3 (Lat: 43.205419,  Lng: -75.298328),  Route carried "under" structure: State highway 291,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 1,982 (year 2002),  Features Intersected: RTE 291,  Facility Carried by Structure: MOHAWK ADIR & NO
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 8.753,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 770896,  Location: 2.2 MI W EXIT 31 OF I90 (Lat: 43.125283,  Lng: -75.243583),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 1975),  Features Intersected: 90IX WB, RTE I90, NYS RT,  Facility Carried by Structure: MOHAWK ADIR & NO
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 56.331,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 770896,  Location: 2.2 MI W EXIT 31 OF I90 (Lat: 43.125283,  Lng: -75.243583),  Route carried "under" structure: Interstate ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1993),  Features Intersected: 90IX WB, RTE I90, NYS RT,  Facility Carried by Structure: MOHAWK ADIR & NO
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.110,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)