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

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Structure Number: 101609,  Location: 2.7 MI E JCT RT5 20A+ I87 (Lat: 42.761706,  Lng: -78.644978),  Route carried "on" structure: US 20A,  Year Built: 2005,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 5,611 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,637 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CAZENOVIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.886,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 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: 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: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,509,000,  Roadway Improvement Cost: $2,055,000,  Total Project Cost: $5,564,000 ( 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: 1047541,  Location: 3.7 MI S JCT RTS 400 +20A (Lat: 42.717250,  Lng: -78.586403),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,366 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,407 (year 2040),  Design Load: HS 20,  Features Intersected: CAZENOVIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.009,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,645,000,  Roadway Improvement Cost: $963,000,  Total Project Cost: $2,608,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1047542,  Location: 3.7 MI S JCT RTS 400 +20A (Lat: 42.717394,  Lng: -78.586169),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 4,366 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,407 (year 2040),  Design Load: HS 20,  Features Intersected: E BR CAZENOVIA CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.009,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,012,000,  Roadway Improvement Cost: $1,178,000,  Total Project Cost: $3,191,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104755,  Location: 2.5 MI S JCT SH400 &US20A (Lat: 42.732094,  Lng: -78.597978),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 980 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,372 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: 400 400 53011015 NB, RTE,  Facility Carried by Structure: BLAKELEY CORNERS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,605,000,  Roadway Improvement Cost: $2,111,000,  Total Project Cost: $5,716,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1047561,  Location: 2.2 MI S JCT RTS 400 +20A (Lat: 42.737439,  Lng: -78.600556),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 3,310 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,495 (year 2040),  Design Load: HS 20,  Features Intersected: CAZENOVIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.24m (20.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,384,000,  Roadway Improvement Cost: $1,982,000,  Total Project Cost: $5,365,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1047562,  Location: 2.2 MI S JCT RTS 400 +20A (Lat: 42.737517,  Lng: -78.600194),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 3,310 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,495 (year 2040),  Design Load: HS 20,  Features Intersected: CAZENOVIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,890,000,  Roadway Improvement Cost: $1,692,000,  Total Project Cost: $4,582,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104757,  Location: 1 MI S JCT SH 400 & US20A (Lat: 42.753344,  Lng: -78.595322),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 646 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 904 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 400 400 53011030 NB, RTE,  Facility Carried by Structure: COUNTY ROAD 381
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 33.7 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: 25.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,160,000,  Roadway Improvement Cost: $1,851,000,  Total Project Cost: $5,011,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1054581,  Location: 1.7 MI S JCT RTS 400 +20A (Lat: 42.742183,  Lng: -78.600669),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 50.47m (165.58ft),  Average Daily Traffic: 3,310 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,495 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 16, NORFOLK SO/B&P R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.1 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: 10.4 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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 50.47m (165.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $22,282,000,  Roadway Improvement Cost: $13,048,000,  Total Project Cost: $35,330,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054582,  Location: 1.7 MI S JCT RTS 400 +20A (Lat: 42.741939,  Lng: -78.600450),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 50.41m (165.39ft),  Average Daily Traffic: 3,310 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,495 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 16, NORFOLK SO/B&P R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.9 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: 12.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 50.41m (165.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $22,256,000,  Roadway Improvement Cost: $13,033,000,  Total Project Cost: $35,289,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054591,  Location: JCT RTS 400 + 20A (Lat: 42.767533,  Lng: -78.593428),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 5,594 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,482 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 20A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.500,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,555,000,  Roadway Improvement Cost: $1,496,000,  Total Project Cost: $4,051,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1054592,  Location: JCT RTS 400 + 20A (Lat: 42.767528,  Lng: -78.593133),  Route carried "on" structure: State highway 400,  Year Built: 1971,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 5,594 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,482 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 20A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.500,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,509,000,  Roadway Improvement Cost: $1,469,000,  Total Project Cost: $3,979,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062869,  Location: 0.2 MI W JCT RTS 20A+400 (Lat: 42.767550,  Lng: -78.595789),  Route carried "on" structure: US 20A,  Year Built: 1969,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,985 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,017 (year 2040),  Features Intersected: TANNERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.198,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 74.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $215,000,  Total Project Cost: $583,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107293,  Location: EAST AURORA VILLAGE (Lat: 42.767947,  Lng: -78.625192),  Route carried "on" structure: US 20A,  Year Built: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,073 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,120 (year 2040),  Design Load: HS 20,  Features Intersected: TANNERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.784,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $198,000,  Total Project Cost: $537,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226079,  Location: 0.5 MI. E OF EAST AURORA (Lat: 42.770042,  Lng: -78.611428),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,081 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,513 (year 2040),  Features Intersected: TANNERY BROOK,  Facility Carried by Structure: RILEY ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 76.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $619,000,  Roadway Improvement Cost: $362,000,  Total Project Cost: $981,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226084,  Location: EAST AURORA EAST (Lat: 42.768872,  Lng: -78.598856),  Route carried "on" structure: Other road ,  Year Built: 1973,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 684 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 958 (year 2040),  Features Intersected: TANNERY BROOK,  Facility Carried by Structure: BROOKLEA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 74.9 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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $308,000 ( Estimate for 2021)

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Structure Number: 332792,  Location: .8 MILE S OF EAST AURORA (Lat: 42.756597,  Lng: -78.622622),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,206 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,441 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: E B CAZENOVIA CRK,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.669,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,856,000,  Roadway Improvement Cost: $1,087,000,  Total Project Cost: $2,943,000 ( 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: 332794,  Location: .1 MILE S OF EAST AURORA (Lat: 42.760564,  Lng: -78.630194),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 3,176 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,446 (year 2037),  Features Intersected: E B CAZENOVIA CRK,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.999,  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: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 94.3 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 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: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,391,000,  Roadway Improvement Cost: $815,000,  Total Project Cost: $2,206,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332795,  Location: 3.8 MI SW OF EAST AURORA (Lat: 42.724025,  Lng: -78.669317),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 1,727 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,418 (year 2040),  Design Load: HS 20,  Features Intersected: W B CAZENOVIA CRK,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: 24.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,085,000,  Roadway Improvement Cost: $1,221,000,  Total Project Cost: $3,306,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 332797,  Location: .3 MI WEST OF SOUTH WALES (Lat: 42.709189,  Lng: -78.585292),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 1,122 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,133 (year 2040),  Design Load: HS 20,  Features Intersected: E B CAZENOVIA CRK,  Facility Carried by Structure: EMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.570,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.1 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: 24.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,381,000,  Roadway Improvement Cost: $1,395,000,  Total Project Cost: $3,776,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 332798,  Location: 1.9 MI NW OF SOUTH WALES (Lat: 42.733428,  Lng: -78.596900),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 980 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,372 (year 2038),  Design Load: HS 20,  Features Intersected: E BR CAZENOVIA CK,  Facility Carried by Structure: BLAKELEY CNRS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,022,000,  Roadway Improvement Cost: $598,000,  Total Project Cost: $1,620,000 ( 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: 332804,  Location: IN EAST AURORA (Lat: 42.770583,  Lng: -78.620967),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,725 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,933 (year 2040),  Features Intersected: TANNERY BROOK,  Facility Carried by Structure: MAPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.9m (9.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $187,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $296,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332809,  Location: 1.5 MI SW OF EAST AURORA (Lat: 42.754453,  Lng: -78.651467),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,593 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,445 (year 2040),  Features Intersected: W B CAZENOVIA CRK,  Facility Carried by Structure: JEWETT HOLMWOOD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.948,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.5 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: 48.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,897,000,  Roadway Improvement Cost: $1,696,000,  Total Project Cost: $4,593,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33281,  Location: 1 MILE SW OF EAST AURORA (Lat: 42.757319,  Lng: -78.645039),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 3,593 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: E B CAZENOVIA CRK,  Facility Carried by Structure: JEWETT HOLMWOOD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.544,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,514,000,  Roadway Improvement Cost: $1,472,000,  Total Project Cost: $3,986,000 ( 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: 332811,  Location: 2.1 MI NE OF JEWETTVILLE (Lat: 42.745289,  Lng: -78.655444),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Posted for load-capacity,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 497 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 696 (year 2040),  Design Load: HS 20,  Features Intersected: W B CAZENOVIA CRK,  Facility Carried by Structure: GROVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  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: $1,675,000,  Roadway Improvement Cost: $981,000,  Total Project Cost: $2,655,000 ( 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: 332822,  Location: 1.3 MI E OF EAST AURORA (Lat: 42.769656,  Lng: -78.607878),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,253 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,435 (year 2040),  Features Intersected: TANNERY BROOK,  Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.5 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: 58.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $929,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332876,  Location: .6 MI EAST OF JEWETTVILLE (Lat: 42.718219,  Lng: -78.670503),  Route carried "on" structure: Other road ,  Year Built: 1933,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 335 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 469 (year 2038),  Features Intersected: W B CAZENOVIA CRK,  Facility Carried by Structure: TANNERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,170,000,  Roadway Improvement Cost: $1,271,000,  Total Project Cost: $3,440,000 ( 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: 104755,  Location: 2.5 MI S JCT SH400 &US20A (Lat: 42.732094,  Lng: -78.597978),  Route carried "under" structure: State highway 400,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,367 (year 2002),  Features Intersected: 400 400 53011015 NB, RTE,  Facility Carried by Structure: BLAKELEY CORNERS R
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 104757,  Location: 1 MI S JCT SH 400 & US20A (Lat: 42.753344,  Lng: -78.595322),  Route carried "under" structure: State highway 400,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 9,013 (year 2002),  Features Intersected: 400 400 53011030 NB, RTE,  Facility Carried by Structure: COUNTY ROAD 381
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.101,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1054581,  Location: 1.7 MI S JCT RTS 400 +20A (Lat: 42.742183,  Lng: -78.600669),  Route carried "under" structure: State highway 16,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,306 (year 1999),  Features Intersected: RTE 16, NORFOLK SO/B&P R,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 11.00m (36.09ft),  Kilometerpoint: 26.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 1054582,  Location: 1.7 MI S JCT RTS 400 +20A (Lat: 42.741939,  Lng: -78.600450),  Route carried "under" structure: State highway 16,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,306 (year 1999),  Features Intersected: RTE 16, NORFOLK SO/B&P R,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 9.35m (30.68ft),  Kilometerpoint: 26.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 1054591,  Location: JCT RTS 400 + 20A (Lat: 42.767533,  Lng: -78.593428),  Route carried "under" structure: US 20A,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 9,104 (year 2000),  Features Intersected: RTE 20A,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.487,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 1054592,  Location: JCT RTS 400 + 20A (Lat: 42.767528,  Lng: -78.593133),  Route carried "under" structure: US 20A,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,589 (year 1999),  Features Intersected: RTE 20A,  Facility Carried by Structure: RTE 400
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 18.520,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 701188,  Location: 0.7 MI SE JCT RTS 16 + 78 (Lat: 42.757900,  Lng: -78.608006),  Route carried "under" structure: State highway 16,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 7,013 (year 2000),  Features Intersected: RTE 16,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 28.174,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 701189,  Location: 0.2 MI W JCT RTS 16 & 20A (Lat: 42.767903,  Lng: -78.612289),  Route carried "under" structure: State highway 16,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 7,516 (year 1999),  Features Intersected: RTE 16,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 29.750,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 732825,  Location: EAST AURORA NORTHEAST (Lat: 42.771972,  Lng: -78.613236),  Route carried "under" structure: Other road ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 4,318 (year 1968),  Features Intersected: GIRARD AVENUE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 732826,  Location: 1.0 MI S OF E AURORA (Lat: 42.753700,  Lng: -78.605033),  Route carried "under" structure: County highway ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 742 (year 1978),  Features Intersected: LAPHAM RD-CR 381,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 770866,  Location: 0.5 MI. E OF EAST AURORA (Lat: 42.765594,  Lng: -78.611747),  Route carried "under" structure: Other road ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2021),  Features Intersected: OAKWOOD AVENUE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.4m (53.8ft)