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

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Structure Number: 101606,  Location: .2 MI SW JCT US20A &US219 (Lat: 42.763419,  Lng: -78.761772),  Route carried "on" structure: US 20A,  Year Built: 1948,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,490 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,539 (year 2040),  Design Load: HS 20,  Features Intersected: S BR SMOKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 56.2 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $909,000,  Roadway Improvement Cost: $532,000,  Total Project Cost: $1,441,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101607,  Location: .4 MI SW JCT US20A &SH219 (Lat: 42.763486,  Lng: -78.756850),  Route carried "on" structure: US 20A,  Year Built: 1986,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 10,490 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,539 (year 2040),  Design Load: HS 20,  Features Intersected: BUFF & PITT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.441,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,925,000,  Roadway Improvement Cost: $1,127,000,  Total Project Cost: $3,052,000 ( 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: 101608,  Location: 1 MI E JCT US 20A & SH277 (Lat: 42.771053,  Lng: -78.724594),  Route carried "on" structure: US 20A,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,245 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,274 (year 2040),  Design Load: HS 20,  Features Intersected: W BR SMOKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.241,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.1 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: $843,000,  Roadway Improvement Cost: $493,000,  Total Project Cost: $1,336,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104421,  Location: 3.5 MI N JCT RTS 219 +277 (Lat: 42.720681,  Lng: -78.747664),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 112 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 157 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 277,  Facility Carried by Structure: COUNTY PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,351,000,  Roadway Improvement Cost: $791,000,  Total Project Cost: $2,143,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106288,  Location: 0.5 MI S JCT RTS 219 +20A (Lat: 42.756558,  Lng: -78.762731),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 1,303 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,824 (year 2037),  Design Load: HS 20,  Features Intersected: 219 219 53121211, RTE 21,  Facility Carried by Structure: COUNTY ROAD 463
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,933,000,  Roadway Improvement Cost: $1,718,000,  Total Project Cost: $4,651,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062891,  Location: JCT RTS 219 + 20A (Lat: 42.763914,  Lng: -78.765300),  Route carried "on" structure: US 219,  Year Built: 1972,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 10,251 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,879 (year 2040),  Features Intersected: RTE 20A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.318,  Lanes on structure: 2,  Lanes under structure: 4,  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: 37.4m (122.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,374,000,  Roadway Improvement Cost: $1,390,000,  Total Project Cost: $3,764,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062892,  Location: JCT RTS 219 + 20A (Lat: 42.763864,  Lng: -78.764889),  Route carried "on" structure: US 219,  Year Built: 1972,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 10,251 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,879 (year 2040),  Features Intersected: RTE 20A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.318,  Lanes on structure: 2,  Lanes under structure: 4,  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: 37.4m (122.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,374,000,  Roadway Improvement Cost: $1,390,000,  Total Project Cost: $3,764,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062901,  Location: .7 MI N JCT US219 & US20A (Lat: 42.773006,  Lng: -78.767972),  Route carried "on" structure: US 219,  Year Built: 1972,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 15,573 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,045 (year 2040),  Design Load: HS 20,  Features Intersected: TAYLOR RD-CR 177, BUFF &
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.267,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.61m (38.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,531,000,  Roadway Improvement Cost: $3,239,000,  Total Project Cost: $8,770,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062902,  Location: .7 MI N JCT SH219 & US20A (Lat: 42.772564,  Lng: -78.767450),  Route carried "on" structure: US 219,  Year Built: 1972,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 15,573 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,045 (year 2040),  Design Load: HS 20,  Features Intersected: TAYLOR RD-CR 177, BUFF &
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.267,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.61m (38.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,585,000,  Roadway Improvement Cost: $3,270,000,  Total Project Cost: $8,855,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1063,  Location: .1 MI N JCT US219 & US20A (Lat: 42.764658,  Lng: -78.765506),  Route carried "on" structure: US 219,  Year Built: 1972,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 31,145 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,090 (year 2040),  Features Intersected: S BR SMOKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.414,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 74.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $493,000,  Roadway Improvement Cost: $289,000,  Total Project Cost: $781,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106301,  Location: 0.1 MI N JCT RTS 219 +20A (Lat: 42.764400,  Lng: -78.763956),  Route carried "on" structure: Ramp US 219,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,120 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,615 (year 2040),  Features Intersected: S BR SMOKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $309,000 ( Estimate for 2021)

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Structure Number: 106307,  Location: 1.7 MI E JCT RTS 20A+ 277 (Lat: 42.770775,  Lng: -78.711700),  Route carried "on" structure: US 20A,  Year Built: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,245 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,274 (year 2040),  Design Load: HS 20,  Features Intersected: SMOKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.302,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.1 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 minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $483,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109221,  Location: 1.9MI S JCT RTS 20A & 219 (Lat: 42.735769,  Lng: -78.766281),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 1,540 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,905 (year 2040),  Design Load: HS 20,  Features Intersected: 219 219 53121196 NB, RTE,  Facility Carried by Structure: COUNTY ROAD 370
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Better than 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: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,772,000,  Roadway Improvement Cost: $2,209,000,  Total Project Cost: $5,980,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109222,  Location: 1.0MI S JCT RTS 20A & 219 (Lat: 42.749153,  Lng: -78.760647),  Route carried "on" structure: State highway 952J,  Year Built: 1977,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 8,039 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,489 (year 2040),  Design Load: HS 20,  Features Intersected: 219 219 53121206 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $7,046,000,  Roadway Improvement Cost: $4,126,000,  Total Project Cost: $11,172,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22134,  Location: 0.8 MI. E OF ORCHARD PARK (Lat: 42.767686,  Lng: -78.727111),  Route carried "on" structure: Other road ,  Year Built: 1936,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 229 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 321 (year 2038),  Features Intersected: BRANCH SMOKES CRK,  Facility Carried by Structure: HENNING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $510,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221341,  Location: ORCHARD PARK EAST (Lat: 42.764694,  Lng: -78.738042),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 803 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,124 (year 2038),  Design Load: HL 93,  Features Intersected: BRANCH SMOKES CRK,  Facility Carried by Structure: FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $407,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $645,000 ( Estimate for 2021)

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Structure Number: 22608,  Location: 0.5 MI SE OF ORCHARD PARK (Lat: 42.759447,  Lng: -78.736656),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 884 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,238 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SMOKES CREEK,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2021,  Bridge Improvement Cost: $551,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $874,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 227038,  Location: 1.2 Mi N of Rt 20A & Bake (Lat: 42.787225,  Lng: -78.726464),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,417 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,990 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: E. BRANCH SMOKES CREEK,  Facility Carried by Structure: BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: Town or Township 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: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 77.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $525,000,  Total Project Cost: $1,420,000 ( Estimate for 2021)

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Structure Number: 227039,  Location: 0.5 Mi. N of Rt 20A & Bak (Lat: 42.778044,  Lng: -78.726739),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,417 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,990 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: E. BRANCH SMOKES CREEK,  Facility Carried by Structure: BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: Town or Township 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: 7.3m (24.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $973,000 ( Estimate for 2021)

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Structure Number: 227064,  Location: 0.1 mile south of Thorn A (Lat: 42.760967,  Lng: -78.758542),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,303 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,824 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Smokes Creek,  Facility Carried by Structure: Duerr Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $214,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $340,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332744,  Location: 3.5 MI. E OF HAMBURG (Lat: 42.726597,  Lng: -78.759711),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,389 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,718 (year 2040),  Design Load: HL 93,  Features Intersected: BIG GULF CREEK,  Facility Carried by Structure: NEWTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $495,000 ( Estimate for 2021)

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Structure Number: 332772,  Location: 1.7 MI W OF ORCHARD PARK (Lat: 42.769797,  Lng: -78.777622),  Route carried "on" structure: County highway ,  Year Built: 1932,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,144 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,127 (year 2040),  Design Load: HS 20,  Features Intersected: S BR SMOKES CREEK,  Facility Carried by Structure: CALIFORNIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: $530,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $841,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332787,  Location: 3.25 MILES NE OF HAMBURG (Lat: 42.730500,  Lng: -78.765394),  Route carried "on" structure: Other road ,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 197 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 276 (year 2036),  Design Load: H 20,  Features Intersected: NEUMAN CREEK,  Facility Carried by Structure: BURTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Serious,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $864,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332801,  Location: 20A & Freeman Road (Lat: 42.768397,  Lng: -78.732067),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,492 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,320 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SMOKES CREEK,  Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $362,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $574,000 ( Estimate for 2021)

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Structure Number: 332802,  Location: 1 MILE SE OF ORCHARD PARK (Lat: 42.756450,  Lng: -78.732044),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,654 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,283 (year 2040),  Design Load: HS 20,  Features Intersected: N BR SMOKES CREEK,  Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 69.9 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: Equal to 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $396,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332808,  Location: 1.6 MI SE OF ORCHARD PARK (Lat: 42.751261,  Lng: -78.719022),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,949 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,338 (year 2040),  Design Load: HS 20,  Features Intersected: N BR SMOKES CREEK,  Facility Carried by Structure: JEWETT HOLMWOOD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 80.4 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $712,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335824,  Location: 2.3 MI SW OF ORCHARD PARK (Lat: 42.748750,  Lng: -78.769986),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,267 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,617 (year 2040),  Design Load: HS 20,  Features Intersected: BR SMOKE CREEK,  Facility Carried by Structure: ARMOR DUELLS CORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $271,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $430,000 ( Estimate for 2021)

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Structure Number: 336226,  Location: CHESTNUT RIDGE PARK (Lat: 42.724317,  Lng: -78.753969),  Route carried "on" structure: Other road ,  Year Built: 1933,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 6,743 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,440 (year 2040),  Features Intersected: BIG GULF CREEK,  Facility Carried by Structure: WARD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $1,712,000,  Roadway Improvement Cost: $1,003,000,  Total Project Cost: $2,715,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 3362281,  Location: 3.1 MI S OF ORCHARD PARK (Lat: 42.721983,  Lng: -78.740239),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 49 (year 2015),  Truck Traffic: 4%,  Features Intersected: BR NEUMAN CREEK,  Facility Carried by Structure: VAN INGEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $212,000 ( Estimate for 2021)

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Structure Number: 104421,  Location: 3.5 MI N JCT RTS 219 +277 (Lat: 42.720681,  Lng: -78.747664),  Route carried "under" structure: State highway 277,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,250 (year 1984),  Features Intersected: RTE 277,  Facility Carried by Structure: COUNTY PARK RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 33.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 106288,  Location: 0.5 MI S JCT RTS 219 +20A (Lat: 42.756558,  Lng: -78.762731),  Route carried "under" structure: US 219,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 25,751 (year 2002),  Features Intersected: 219 219 53121211, RTE 21,  Facility Carried by Structure: COUNTY ROAD 463
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 34.610,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1062891,  Location: JCT RTS 219 + 20A (Lat: 42.763914,  Lng: -78.765300),  Route carried "under" structure: US 20A,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,441 (year 1999),  Features Intersected: RTE 20A,  Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 1062892,  Location: JCT RTS 219 + 20A (Lat: 42.763864,  Lng: -78.764889),  Route carried "under" structure: US 20A,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,441 (year 1999),  Features Intersected: RTE 20A,  Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 1062901,  Location: .7 MI N JCT US219 & US20A (Lat: 42.773006,  Lng: -78.767972),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Features Intersected: TAYLOR RD-CR 177, BUFF &,  Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 1062902,  Location: .7 MI N JCT SH219 & US20A (Lat: 42.772564,  Lng: -78.767450),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Features Intersected: TAYLOR RD-CR 177, BUFF &,  Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 109221,  Location: 1.9MI S JCT RTS 20A & 219 (Lat: 42.735769,  Lng: -78.766281),  Route carried "under" structure: US 219,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 25,751 (year 2002),  Features Intersected: 219 219 53121196 NB, RTE,  Facility Carried by Structure: COUNTY ROAD 370
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 34.191,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 109222,  Location: 1.0MI S JCT RTS 20A & 219 (Lat: 42.749153,  Lng: -78.760647),  Route carried "under" structure: US 219,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 37,777 (year 2002),  Features Intersected: 219 219 53121206 NB, RTE,  Facility Carried by Structure: RTE 952J
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 35.784,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 704255,  Location: .7 MI S JCT SH240 & US20A (Lat: 42.757489,  Lng: -78.746025),  Route carried "under" structure: Alternate State highway 277,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 277,  Facility Carried by Structure: BUFF & PITTSBURGH
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.0m (91.9ft)