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

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Structure Number: 101479,  Location: 0.1 MI S JCT RTS 18 & 259 (Lat: 43.286381,  Lng: -77.791514),  Route carried "on" structure: State highway 18,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 5,510 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,693 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.619,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,098,000,  Roadway Improvement Cost: $643,000,  Total Project Cost: $1,741,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1035901,  Location: 2 mi e LOSP & SH 261 (Lat: 43.315050,  Lng: -77.727764),  Route carried "on" structure: State highway 947,  Year Built: 2014,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,917 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,086 (year 2040),  Design Load: HL 93,  Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.572,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 60.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,002,000,  Roadway Improvement Cost: $1,172,000,  Total Project Cost: $3,174,000 ( 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: 1035902,  Location: .2 mi E Jct LOSP & SH 261 (Lat: 43.315228,  Lng: -77.727942),  Route carried "on" structure: State highway 947,  Year Built: 2013,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,917 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,086 (year 2040),  Design Load: HL 93,  Features Intersected: Salmon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.572,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 60.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,002,000,  Roadway Improvement Cost: $1,172,000,  Total Project Cost: $3,174,000 ( 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: 1035919,  Location: 1.2MI E JCT LOSP+RTE261 (Lat: 43.302111,  Lng: -77.722528),  Route carried "on" structure: State highway 947A,  Year Built: 1954,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 7,834 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,171 (year 2040),  Design Load: H 20,  Features Intersected: BUTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.133,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.2 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: 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $1,388,000,  Roadway Improvement Cost: $813,000,  Total Project Cost: $2,201,000 ( Estimate for 2021)

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Structure Number: 103592,  Location: 1.6MI E JCT LOSP+RTE261 (Lat: 43.297183,  Lng: -77.719153),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 2,913 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,604 (year 2040),  Design Load: H 20,  Features Intersected: 947A947A43021160 WB, RTE,  Facility Carried by Structure: EAST MANITOU ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,135,000,  Roadway Improvement Cost: $2,421,000,  Total Project Cost: $6,556,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104366,  Location: 1.0 MI N JCT RTS 261 & 18 (Lat: 43.273750,  Lng: -77.750258),  Route carried "on" structure: State highway 261,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,985 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,270 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.259,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 79.7 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $423,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $670,000 ( Estimate for 2021)

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Structure Number: 104367,  Location: 1.9 MI N JCT RT 261 & 18 (Lat: 43.286686,  Lng: -77.749656),  Route carried "on" structure: State highway 261,  Year Built: 1993,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,985 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,270 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BUTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.691,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $415,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $658,000 ( Estimate for 2021)

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Structure Number: 104369,  Location: 1.8 MI S JCT 261 & LOSP (Lat: 43.305717,  Lng: -77.748739),  Route carried "on" structure: State highway 261,  Year Built: 1983,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,757 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,349 (year 2040),  Design Load: HS 20,  Features Intersected: WEST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.815,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 82.6 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $971,000,  Roadway Improvement Cost: $569,000,  Total Project Cost: $1,540,000 ( 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: 10437,  Location: JCT RTE 261 + LOSP (Lat: 43.318064,  Lng: -77.728367),  Route carried "on" structure: State highway 261,  Year Built: 1954,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,757 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,349 (year 2040),  Design Load: H 20,  Features Intersected: 947A947A43021145WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.325,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,339,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,123,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331705,  Location: 2 MI N OF N GREECE (Lat: 43.281075,  Lng: -77.731928),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,249 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,782 (year 2040),  Design Load: HS 20,  Features Intersected: NORTHRUP CREEK,  Facility Carried by Structure: NORTH GREECE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.450,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 81.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $672,000,  Roadway Improvement Cost: $394,000,  Total Project Cost: $1,065,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331706,  Location: 4 MI N OF N GREECE (Lat: 43.296286,  Lng: -77.731544),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 722 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,011 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BUTTONWOOD CREEK,  Facility Carried by Structure: NORTH GREECE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.139,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.5 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: 56.7 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $926,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331707,  Location: 2.3 MI N OF GREECE (Lat: 43.288083,  Lng: -77.744856),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,832 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,741 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BUTTONWOOD CREEK,  Facility Carried by Structure: FRISBEE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 76.9 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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: May 2021,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $201,000 ( Estimate for 2021)

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Structure Number: 331751,  Location: 1.25 MI N OF N GREECE (Lat: 43.271903,  Lng: -77.732175),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,767 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,423 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORTHRUP CREEK,  Facility Carried by Structure: NORTH GREECE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.436,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 81.3 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: Equal 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $745,000 ( Estimate for 2021)

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Structure Number: 331752,  Location: 1.6 MI N OF NORTH GREECE (Lat: 43.276161,  Lng: -77.732053),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,249 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,782 (year 2040),  Design Load: HS 20,  Features Intersected: NORTHRUP CREEK,  Facility Carried by Structure: NORTH GREECE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.903,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $213,000,  Total Project Cost: $576,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331753,  Location: 1.8 MI.N OF N.GREECE (Lat: 43.279817,  Lng: -77.731958),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,249 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,782 (year 2040),  Design Load: HL 93,  Features Intersected: NORTHRUP CREEK,  Facility Carried by Structure: NORTH GREECE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 81.3 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: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $415,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $659,000 ( Estimate for 2021)

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Structure Number: 103592,  Location: 1.6MI E JCT LOSP+RTE261 (Lat: 43.297183,  Lng: -77.719153),  Route carried "under" structure: State highway 947A,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 8,224 (year 2011),  Features Intersected: 947A947A43021160 WB, RTE,  Facility Carried by Structure: EAST MANITOU ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 45.857,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 10437,  Location: JCT RTE 261 + LOSP (Lat: 43.318064,  Lng: -77.728367),  Route carried "under" structure: County highway 947A,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 14,069 (year 2002),  Features Intersected: 947A947A43021145WB, RTE,  Facility Carried by Structure: RTE 261
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 27.353,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 28.0m (91.9ft)