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

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Structure Number: 104577,  Location: INT 20 ON I-190 (Lat: 43.053664,  Lng: -78.990358),  Route carried "on" structure: City street 957C,  Year Built: 2000,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 571 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 706 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 190IX, RTE I190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.387,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,582,000,  Roadway Improvement Cost: $1,512,000,  Total Project Cost: $4,095,000 ( 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: 1068379,  Location: 0.5 MI N WHITEHAVEN RD (Lat: 43.026408,  Lng: -79.011769),  Route carried "on" structure: State highway 957C,  Year Built: 1982,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 571 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 706 (year 2040),  Design Load: HS 20,  Features Intersected: BIG SIXMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.638,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.3 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,293,000,  Roadway Improvement Cost: $1,928,000,  Total Project Cost: $5,221,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 226811,  Location: HALF MILE BASELINE RD (Lat: 43.036514,  Lng: -78.954353),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,245 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,015 (year 2040),  Features Intersected: TRIB WOODS CREEK,  Facility Carried by Structure: BEDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.441,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $287,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226812,  Location: HALF MI. SOUTH WHITEHAVEN (Lat: 43.016756,  Lng: -78.925478),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 700 (year 2038),  Features Intersected: SPICER CREEK,  Facility Carried by Structure: HARVEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 73.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $179,000 ( Estimate for 2021)

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Structure Number: 33265,  Location: 1.6 MI N JCT SH324&B L RD (Lat: 43.048458,  Lng: -78.966453),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,363 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,551 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRIB WOODS CREEK,  Facility Carried by Structure: BASELINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.125,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $909,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332679,  Location: 1.8 MI N JCT SH324&B L RD (Lat: 43.049853,  Lng: -78.966517),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,638 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,501 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WOODS CREEK,  Facility Carried by Structure: BASELINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.270,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 67.1 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: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $926,000,  Roadway Improvement Cost: $542,000,  Total Project Cost: $1,468,000 ( 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: 336205,  Location: 3.4 MI E OF I190 EXIT N19 (Lat: 43.022214,  Lng: -78.909067),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,910 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,363 (year 2040),  Features Intersected: SPICER CREEK,  Facility Carried by Structure: WHITEHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.801,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  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: Satisfactory,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $530,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33703,  Location: .3 MI E JCT CR75&W RV PKY (Lat: 43.020858,  Lng: -79.009758),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,319 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,631 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BIG SIX MILE CRK,  Facility Carried by Structure: WHITEHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $242,000 ( Estimate for 2021)

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Structure Number: 5045752,  Location: INT EXIT 21 ON 190I (Lat: 43.063633,  Lng: -78.990600),  Route carried "on" structure: Interstate 190,  Year Built: 1935,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 123.38m (404.79ft),  Average Daily Traffic: 14,007 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,697 (year 2040),  Design Load: HS 20,  Features Intersected: NIAGARA RIVER, NY 957A N
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 82.2m (269.7ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 5,  Length of Maximum Span: 152.4m (500.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 123.38m (404.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $59,210,000,  Roadway Improvement Cost: $34,673,000,  Total Project Cost: $93,883,000 ( 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: 5045761,  Location: 1.1 MI S INT 21 ON I-90 (Lat: 43.059397,  Lng: -78.990606),  Route carried "on" structure: Interstate 190,  Year Built: 1935,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 28,012 (year 2014),  Truck Traffic: 14%,  Features Intersected: BURNT SHIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1480.393,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  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: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,193,000,  Roadway Improvement Cost: $3,626,000,  Total Project Cost: $9,819,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5045762,  Location: 1.1 MI S INT 21 ON I-90 (Lat: 43.059406,  Lng: -78.990356),  Route carried "on" structure: Interstate 190,  Year Built: 1963,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 17,996 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,167 (year 2040),  Features Intersected: BURNT SHIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.743,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,438,000,  Roadway Improvement Cost: $3,184,000,  Total Project Cost: $8,622,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 504578,  Location: 0.4 MI S INT 20 ON I-90 (Lat: 43.048603,  Lng: -78.990344),  Route carried "on" structure: County highway 324,  Year Built: 1954,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 5,082 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,287 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 190IX, RTE I190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,339,000,  Roadway Improvement Cost: $1,955,000,  Total Project Cost: $5,295,000 ( 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: 50458,  Location: 0.5 MI N OF S GR ISLD BRD (Lat: 43.004828,  Lng: -78.948206),  Route carried "on" structure: State highway 324,  Year Built: 1956,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 7,792 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,228 (year 2040),  Design Load: H 20,  Features Intersected: 190IX SB, RTE I190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.962,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,013,000,  Roadway Improvement Cost: $2,350,000,  Total Project Cost: $6,363,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55117,  Location: 0.3 MI W NW SANDY BEACH (Lat: 43.056606,  Lng: -78.971622),  Route carried "on" structure: State lands road ,  Year Built: 1957,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,272 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,573 (year 2040),  Design Load: H 20,  Features Intersected: WOODS CREEK,  Facility Carried by Structure: EAST WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.4 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,003,000,  Roadway Improvement Cost: $588,000,  Total Project Cost: $1,591,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551171,  Location: 1.2 MI S JCT W R RD(Lat: 42.961908,  Lng: -78.962700),  Route carried "on" structure: State lands road ,  Year Built: 1954,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 54 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 76 (year 2038),  Design Load: H 20,  Features Intersected: SIDE CH NAIGARARV,  Facility Carried by Structure: BEAVER IS PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $774,000,  Roadway Improvement Cost: $454,000,  Total Project Cost: $1,228,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous