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

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Structure Number: 100471,  Location: .9 MI N JCT SH 8 & SH 28 (Lat: 43.232889,  Lng: -75.048306),  Route carried "on" structure: State highway 8,  Year Built: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,635 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,651 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: COLD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $598,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 102016,  Location: 21MI NE JCT RTS 8+28 (Lat: 43.247444,  Lng: -75.121678),  Route carried "on" structure: State highway 28,  Year Built: 1948,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,805 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,816 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 226359,  Location: 1.0 MI E OF GRANT (Lat: 43.314064,  Lng: -75.039522),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 81 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 113 (year 2037),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $725,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226797,  Location: 1.0 MI NORTH OF WILMURT (Lat: 43.393308,  Lng: -75.058228),  Route carried "on" structure: Other road ,  Year Built: 1920,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 59 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 83 (year 2039),  Features Intersected: LITTLE BLACK CREEK,  Facility Carried by Structure: WHEELERTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.516,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $387,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330798,  Location: 0.4 MI S GRAVESVILLE (Lat: 43.249492,  Lng: -75.114772),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 274 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 384 (year 2039),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CR242 GRAVESVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 77.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $172,000 ( Estimate for 2021)

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Structure Number: 330799,  Location: .4 MI E OF GRAVESVILLE (Lat: 43.256161,  Lng: -75.108194),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 370 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 518 (year 2037),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CR47 RUSSIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $166,000 ( Estimate for 2021)

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Structure Number: 3308,  Location: 2.5 MI NW OF GRAVESVILLE (Lat: 43.271128,  Lng: -75.159208),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 423 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 592 (year 2039),  Design Load: HS 20,  Features Intersected: WEST CANADA CREEK,  Facility Carried by Structure: CR247 DOVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 64.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,077,000,  Roadway Improvement Cost: $630,000,  Total Project Cost: $1,707,000 ( 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: 330801,  Location: .5 MILE SE OF PROSPECT (Lat: 43.300406,  Lng: -75.144728),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 181 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 253 (year 2037),  Design Load: H 20,  Features Intersected: PROSPECT PWR CANAL,  Facility Carried by Structure: CR113
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.826,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $592,000,  Roadway Improvement Cost: $347,000,  Total Project Cost: $939,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330803,  Location: 0.1 MI SOUTH OF HINCKLEY (Lat: 43.311442,  Lng: -75.113739),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 594 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 832 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WEST CANADA CREEK,  Facility Carried by Structure: CR151 HINCKLEY ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $895,000,  Roadway Improvement Cost: $524,000,  Total Project Cost: $1,418,000 ( 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: 330804,  Location: .3 MILE NORTH OF GRANT (Lat: 43.318083,  Lng: -75.061039),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 245 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 343 (year 2040),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: STORMY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.503,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 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 corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $513,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $813,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous