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

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Structure Number: 10465,  Location: 1.8 MI W JCT SH354& SH358 (Lat: 42.856106,  Lng: -78.590625),  Route carried "on" structure: State highway 354,  Year Built: 1947,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,439 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,492 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE BUFFALO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.232,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 90.7 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,480,000,  Roadway Improvement Cost: $866,000,  Total Project Cost: $2,346,000 ( 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: 1047531,  Location: 0.5 MI SE JCT RT 400 +422 (Lat: 42.798794,  Lng: -78.636542),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,775 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,009 (year 2040),  Design Load: HS 20,  Features Intersected: BOWEN RD CR 361
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.759,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,660,000,  Roadway Improvement Cost: $972,000,  Total Project Cost: $2,633,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1047532,  Location: 0.5 MI SE JCT RT 400 +422 (Lat: 42.799361,  Lng: -78.636542),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 7,775 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,009 (year 2040),  Design Load: HS 20,  Features Intersected: BOWEN RD CR 361
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.759,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,685,000,  Roadway Improvement Cost: $987,000,  Total Project Cost: $2,671,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104759,  Location: 1.9 MI N JCT SH400 &US20A (Lat: 42.793025,  Lng: -78.599903),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 1,060 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,311 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 400, 400 400 5301105,  Facility Carried by Structure: WEST BLOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.376,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,733,000,  Roadway Improvement Cost: $1,600,000,  Total Project Cost: $4,333,000 ( 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: 10476,  Location: 1.3 MI N JCT SH400 &US20A (Lat: 42.796450,  Lng: -78.605906),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 2,416 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,551 (year 2040),  Design Load: HS 20,  Features Intersected: 400 400 53011063, RTE 40,  Facility Carried by Structure: COUNTY ROAD 336
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.6 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: 18.8 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: 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: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,383,000,  Roadway Improvement Cost: $2,566,000,  Total Project Cost: $6,949,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1047611,  Location: 1.5 MI E JCT SH400 &CR242 (Lat: 42.796494,  Lng: -78.616856),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 5,594 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,482 (year 2040),  Design Load: HS 20,  Features Intersected: B&P RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,238,000,  Roadway Improvement Cost: $1,311,000,  Total Project Cost: $3,549,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1047612,  Location: 1.5 MI E JCT SH400 &CR242 (Lat: 42.797250,  Lng: -78.616992),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 5,594 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,482 (year 2040),  Design Load: HS 20,  Features Intersected: B&P RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,238,000,  Roadway Improvement Cost: $1,311,000,  Total Project Cost: $3,549,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1047621,  Location: 1.2 MI E JCT SH400 &SH242 (Lat: 42.796497,  Lng: -78.621439),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,594 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,482 (year 2040),  Design Load: HS 20,  Features Intersected: MAPLE ST CR 241
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.456,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,449,000,  Roadway Improvement Cost: $848,000,  Total Project Cost: $2,297,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1047622,  Location: 1.2 MI E JCT SH400 &SH242 (Lat: 42.797275,  Lng: -78.621422),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,594 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,482 (year 2040),  Design Load: HS 20,  Features Intersected: MAPLE ST CR 241
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.456,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,885,000,  Roadway Improvement Cost: $1,104,000,  Total Project Cost: $2,989,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104764,  Location: 1.5 MI NW JCT SH400&SH422 (Lat: 42.819911,  Lng: -78.664100),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 2,252 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,786 (year 2040),  Features Intersected: RTE 400,  Facility Carried by Structure: RICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,551,000,  Roadway Improvement Cost: $1,494,000,  Total Project Cost: $4,046,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1047651,  Location: 0.9 MI E JCT RTS 400 + 20 (Lat: 42.829461,  Lng: -78.679856),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,170 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,626 (year 2040),  Design Load: HS 20,  Features Intersected: POUND ROAD-CR 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.796,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,362,000,  Roadway Improvement Cost: $798,000,  Total Project Cost: $2,159,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1047652,  Location: 0.9 MI E JCT RTS 400 + 20 (Lat: 42.829928,  Lng: -78.679856),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 9,170 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,626 (year 2040),  Design Load: HS 20,  Features Intersected: POUND ROAD-CR 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.796,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,338,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,122,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1047661,  Location: JCT RTS 400 + 20 (Lat: 42.833992,  Lng: -78.696856),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 11,370 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,175 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 20, RTE 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.260,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,956,000,  Roadway Improvement Cost: $1,731,000,  Total Project Cost: $4,687,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1047662,  Location: JCT RTS 400 + 20 (Lat: 42.834381,  Lng: -78.696983),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 11,370 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,175 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 20, RTE 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.260,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,008,000,  Roadway Improvement Cost: $1,761,000,  Total Project Cost: $4,769,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104831,  Location: .1 MILE WEST OF EAST ELMA (Lat: 42.805044,  Lng: -78.596147),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,955 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,893 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: JAMISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.326,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.3 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: 37.3 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 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: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,975,000,  Roadway Improvement Cost: $1,156,000,  Total Project Cost: $3,131,000 ( 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: 1062871,  Location: 2.4 MI W EAST ELMA (Lat: 42.805153,  Lng: -78.641700),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 7,775 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,009 (year 2040),  Design Load: HS 20,  Features Intersected: JAMISON RD CR574
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.516,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $1,027,000,  Total Project Cost: $2,780,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062872,  Location: 2.4 MI W EAST ELMA (Lat: 42.805150,  Lng: -78.641289),  Route carried "on" structure: State highway 400,  Year Built: 1968,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 7,775 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,009 (year 2040),  Design Load: HS 20,  Features Intersected: JAMISON RD CR574
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.516,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 79.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,774,000,  Roadway Improvement Cost: $1,039,000,  Total Project Cost: $2,812,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33271,  Location: 1.1 MI E JCT SH78 & SH354 (Lat: 42.848536,  Lng: -78.640758),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 5,818 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,143 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.165,  Lanes on structure: 2,  Owner: County 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: 36.5m (119.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.2 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,130,000,  Roadway Improvement Cost: $1,248,000,  Total Project Cost: $3,378,000 ( 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: 332711,  Location: 1.3 MI NE JCT SH354 &SH78 (Lat: 42.863564,  Lng: -78.676181),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,849 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,176 (year 2040),  Features Intersected: SLATE BOTTOM CRK,  Facility Carried by Structure: AURORA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 28.8 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: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $437,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332724,  Location: .4 MI E JCT SH78 & BUF CK (Lat: 42.857083,  Lng: -78.692239),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Posted for load-capacity,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 3,494 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,892 (year 2037),  Design Load: H 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: NORTH BLOSSOM RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.8m (143.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 23.0 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: 17.8 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  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: $3,067,000,  Roadway Improvement Cost: $1,796,000,  Total Project Cost: $4,863,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332725,  Location: 1.5 MI SE JCT SH78 &SH400 (Lat: 42.845217,  Lng: -78.677006),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 669 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 937 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: WINSPEAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 66.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,919,000,  Roadway Improvement Cost: $1,124,000,  Total Project Cost: $3,042,000 ( 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: 332726,  Location: 2.4 MI N JCT SH422&BUF CK (Lat: 42.839522,  Lng: -78.600575),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 15.97m (52.40ft),  Average Daily Traffic: 3,944 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,522 (year 2040),  Design Load: HS 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: BULLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.3 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.97m (52.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,119,000,  Roadway Improvement Cost: $4,169,000,  Total Project Cost: $11,288,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332727,  Location: .1 MI E JCT CR242 & CR330 (Lat: 42.839300,  Lng: -78.635119),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,864 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,018 (year 2040),  Design Load: H 20,  Features Intersected: POND BROOK,  Facility Carried by Structure: BULLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.5 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: 48.9 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: Somewhat better than minimum adequacy,  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: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,465,000,  Roadway Improvement Cost: $858,000,  Total Project Cost: $2,323,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332731,  Location: 3.2 MI N JCT CR422&BUF CK (Lat: 42.850750,  Lng: -78.606300),  Route carried "on" structure: County highway ,  Year Built: 1948,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,110 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,848 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: GIRDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.415,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.7 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: Better than present minimum 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: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,685,000,  Roadway Improvement Cost: $1,573,000,  Total Project Cost: $4,258,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 332796,  Location: 1.1 MI SE JCT SH78 &SH400 (Lat: 42.819583,  Lng: -78.685653),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 1,513 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,872 (year 2040),  Design Load: HS 20,  Features Intersected: CAZENOVIA CREEK,  Facility Carried by Structure: NORTHRUP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 5.02m (16.47ft),  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: $2,512,000,  Roadway Improvement Cost: $1,471,000,  Total Project Cost: $3,984,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 332819,  Location: 2.1 MI NE OF EAST AURORA (Lat: 42.793789,  Lng: -78.587328),  Route carried "on" structure: County highway ,  Year Built: 1937,  Year Reconstructed: 1964,  Status: Posted for load-capacity,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,152 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,163 (year 2040),  Features Intersected: BR BUFFALO CREEK,  Facility Carried by Structure: WEST BLOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.438,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.1 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $243,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1047531,  Location: 0.5 MI SE JCT RT 400 +422 (Lat: 42.798794,  Lng: -78.636542),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,563 (year 2020),  Truck Traffic: 4%,  Features Intersected: BOWEN RD CR 361,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 10.796,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 1047532,  Location: 0.5 MI SE JCT RT 400 +422 (Lat: 42.799361,  Lng: -78.636542),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,563 (year 2020),  Truck Traffic: 4%,  Features Intersected: BOWEN RD CR 361,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 10.169,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 104759,  Location: 1.9 MI N JCT SH400 &US20A (Lat: 42.793025,  Lng: -78.599903),  Route carried "under" structure: State highway 400,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 13,762 (year 2002),  Features Intersected: RTE 400, 400 400 5301105,  Facility Carried by Structure: WEST BLOOD ROAD
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 9.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 104759,  Location: 1.9 MI N JCT SH400 &US20A (Lat: 42.793025,  Lng: -78.599903),  Route carried "under" structure: State highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 400, 400 400 5301105,  Facility Carried by Structure: WEST BLOOD ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 10476,  Location: 1.3 MI N JCT SH400 &US20A (Lat: 42.796450,  Lng: -78.605906),  Route carried "under" structure: State highway 400,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 13,762 (year 2002),  Features Intersected: 400 400 53011063, RTE 40,  Facility Carried by Structure: COUNTY ROAD 336
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 10.378,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 1047621,  Location: 1.2 MI E JCT SH400 &SH242 (Lat: 42.796497,  Lng: -78.621439),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2021),  Features Intersected: MAPLE ST CR 241,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 1047622,  Location: 1.2 MI E JCT SH400 &SH242 (Lat: 42.797275,  Lng: -78.621422),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2021),  Features Intersected: MAPLE ST CR 241,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 104764,  Location: 1.5 MI NW JCT SH400&SH422 (Lat: 42.819911,  Lng: -78.664100),  Route carried "under" structure: State highway 400,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 24,723 (year 2002),  Features Intersected: RTE 400,  Facility Carried by Structure: RICE ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 16.251,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 1047651,  Location: 0.9 MI E JCT RTS 400 + 20 (Lat: 42.829461,  Lng: -78.679856),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 654 (year 2017),  Truck Traffic: 5%,  Features Intersected: POUND ROAD-CR 95,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 1047652,  Location: 0.9 MI E JCT RTS 400 + 20 (Lat: 42.829928,  Lng: -78.679856),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 654 (year 2017),  Truck Traffic: 5%,  Features Intersected: POUND ROAD-CR 95,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 1047661,  Location: JCT RTS 400 + 20 (Lat: 42.833992,  Lng: -78.696856),  Route carried "under" structure: US 20,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 20, RTE 78,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1047661,  Location: JCT RTS 400 + 20 (Lat: 42.833992,  Lng: -78.696856),  Route carried "under" structure: State highway 78,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 27,320 (year 1999),  Features Intersected: RTE 20, RTE 78,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 25.680,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1047662,  Location: JCT RTS 400 + 20 (Lat: 42.834381,  Lng: -78.696983),  Route carried "under" structure: US 20,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 20, RTE 78,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1047662,  Location: JCT RTS 400 + 20 (Lat: 42.834381,  Lng: -78.696983),  Route carried "under" structure: State highway 78,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 27,320 (year 1999),  Features Intersected: RTE 20, RTE 78,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 25.712,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1062871,  Location: 2.4 MI W EAST ELMA (Lat: 42.805153,  Lng: -78.641700),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,613 (year 2020),  Truck Traffic: 7%,  Features Intersected: JAMISON RD CR574,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1062872,  Location: 2.4 MI W EAST ELMA (Lat: 42.805150,  Lng: -78.641289),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,662 (year 2020),  Truck Traffic: 7%,  Features Intersected: JAMISON RD CR574,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 70483,  Location: 1.4 MI W EAST ELMA (Lat: 42.804953,  Lng: -78.620881),  Route carried "under" structure: County highway ,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 1965),  Features Intersected: JAMISON RD CR574,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 3.331,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 770849,  Location: 1.6 MI N JCT RTS 400&422 (Lat: 42.828528,  Lng: -78.636483),  Route carried "under" structure: County highway ,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2021),  Features Intersected: BOWEN ROAD-CR 242,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.671,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.9m (58.7ft)