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

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Structure Number: 101213,  Location: 3.4 MI NE JCT RTS 394+ 60 (Lat: 42.133964,  Lng: -79.128397),  Route carried "on" structure: State highway 394,  Year Built: 1995,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,202 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,724 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.476,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 76.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $947,000,  Roadway Improvement Cost: $555,000,  Total Project Cost: $1,502,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101214,  Location: 2.5 MI NE JCT RTS 394 &17 (Lat: 42.165672,  Lng: -79.085881),  Route carried "on" structure: State highway 394,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,183 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,204 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.947,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $785,000,  Roadway Improvement Cost: $459,000,  Total Project Cost: $1,244,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 101215,  Location: IN WATERBORO (Lat: 42.171606,  Lng: -79.067689),  Route carried "on" structure: State highway 394,  Year Built: 1938,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 20.07m (65.85ft),  Average Daily Traffic: 2,183 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,204 (year 2040),  Design Load: H 20,  Features Intersected: WESTERN NY & PENN, CONEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.8 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,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.07m (65.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $8,955,000,  Roadway Improvement Cost: $5,244,000,  Total Project Cost: $14,199,000 ( 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: 106259,  Location: 3.4 MI E FALCONER INT (Lat: 42.136086,  Lng: -79.129019),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 7,886 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,837 (year 2040),  Design Load: HS 20,  Features Intersected: DRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.012,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 94.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,804,000,  Roadway Improvement Cost: $1,642,000,  Total Project Cost: $4,445,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1062601,  Location: 3.4 MI E FALCONER INT (Lat: 42.136553,  Lng: -79.127200),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 5,305 (year 2013),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: DRY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.173,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,610,000,  Roadway Improvement Cost: $943,000,  Total Project Cost: $2,553,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062602,  Location: 3.4 MI E FALCONER INT (Lat: 42.136236,  Lng: -79.127028),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 3,943 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,419 (year 2040),  Design Load: HS 20,  Features Intersected: DRY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.157,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 63.5 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,612,000,  Roadway Improvement Cost: $944,000,  Total Project Cost: $2,555,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1062611,  Location: 1.1 MI W KENNEDY INT (Lat: 42.139606,  Lng: -79.113472),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 5,305 (year 2013),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: RTE 394
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.251,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.9 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: 48.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,046,000,  Roadway Improvement Cost: $1,784,000,  Total Project Cost: $4,830,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062612,  Location: 1.1 MI W KENNEDY INT (Lat: 42.139222,  Lng: -79.113775),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 3,943 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,419 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 394
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.235,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.2 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: 49.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,208,000,  Roadway Improvement Cost: $1,878,000,  Total Project Cost: $5,086,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062621,  Location: 0.9 MI W KENNEDY INT (Lat: 42.140033,  Lng: -79.109658),  Route carried "on" structure: Interstate 86,  Year Built: 1968,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 5,305 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 12,019 (year 2031),  Design Load: HS 20,  Features Intersected: WESTERN NY & PENN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.589,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,661,000,  Roadway Improvement Cost: $2,144,000,  Total Project Cost: $5,805,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062622,  Location: 0.9 MI W KENNEDY INT (Lat: 42.139644,  Lng: -79.110125),  Route carried "on" structure: Interstate 86,  Year Built: 1968,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 3,943 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,696 (year 2040),  Design Load: HS 20,  Features Intersected: WESTERN NY & PENN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.572,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.57m (34.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,821,000,  Roadway Improvement Cost: $2,238,000,  Total Project Cost: $6,059,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062631,  Location: 0.6 MI W KENNEDY INT (Lat: 42.141078,  Lng: -79.104078),  Route carried "on" structure: Interstate 86,  Year Built: 1968,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 5,305 (year 2013),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: CONEWANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.152,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $1,593,000,  Roadway Improvement Cost: $933,000,  Total Project Cost: $2,525,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062632,  Location: 0.6 MI W KENNEDY INT (Lat: 42.140767,  Lng: -79.103917),  Route carried "on" structure: Interstate 86,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 3,943 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,696 (year 2040),  Design Load: HS 20,  Features Intersected: CONEWANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.136,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $1,578,000,  Roadway Improvement Cost: $924,000,  Total Project Cost: $2,502,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106264,  Location: JCT RTS 86I & 62 (Lat: 42.142828,  Lng: -79.092392),  Route carried "on" structure: US 62,  Year Built: 2006,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 2,142 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,162 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.473,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,010,000,  Roadway Improvement Cost: $592,000,  Total Project Cost: $1,602,000 ( 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: 106265,  Location: JCT RTE 86 & RTE 62 (Lat: 42.143297,  Lng: -79.092936),  Route carried "on" structure: US 62,  Year Built: 2006,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,142 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,162 (year 2040),  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.537,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,116,000,  Roadway Improvement Cost: $653,000,  Total Project Cost: $1,769,000 ( 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: 1062661,  Location: 1.7 MI E KENNEDY INT (Lat: 42.152133,  Lng: -79.061994),  Route carried "on" structure: Interstate 86,  Year Built: 1968,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 5,211 (year 2013),  Truck Traffic: 21%,  Design Load: HS 20,  Features Intersected: GRUBB HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.901,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,010,000,  Roadway Improvement Cost: $1,177,000,  Total Project Cost: $3,187,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062662,  Location: 1.7 MI E KENNEDY INT (Lat: 42.152003,  Lng: -79.061369),  Route carried "on" structure: Interstate 86,  Year Built: 1967,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 4,552 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 5,421 (year 2040),  Design Load: HS 20,  Features Intersected: GRUBB HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.868,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,010,000,  Roadway Improvement Cost: $1,177,000,  Total Project Cost: $3,187,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062671,  Location: .3 MILE W OF KENNEDY INT (Lat: 42.142183,  Lng: -79.099261),  Route carried "on" structure: Interstate 86,  Year Built: 1968,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,305 (year 2013),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: BR CONEWANGO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $602,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1062672,  Location: .3 MI WEST EXIT 14 OF I86 (Lat: 42.141672,  Lng: -79.099111),  Route carried "on" structure: Interstate 86,  Year Built: 1967,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,943 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,696 (year 2040),  Design Load: HS 20,  Features Intersected: BR CONEWANGO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.554,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $602,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107384,  Location: 0.7MI S RTS STE & 62 (Lat: 42.133983,  Lng: -79.089856),  Route carried "on" structure: US 62,  Year Built: 1988,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,457 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,536 (year 2040),  Design Load: HS 20,  Features Intersected: ELKINS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.411,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $656,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 302793,  Location: 4.3 M S JCT RTS 62 & 17 (Lat: 42.125514,  Lng: -79.096086),  Route carried "on" structure: US 62,  Year Built: 1996,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,457 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,536 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.269,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $539,000,  Roadway Improvement Cost: $316,000,  Total Project Cost: $854,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 302795,  Location: 1 MILE N JCT US 62 & I86 (Lat: 42.155714,  Lng: -79.101642),  Route carried "on" structure: US 62,  Year Built: 1950,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 2,142 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,152 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BR CONEWANGO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.130,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 18.8m (61.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,850,000,  Roadway Improvement Cost: $1,083,000,  Total Project Cost: $2,933,000 ( 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: 332528,  Location: 0.4 MI NE OF CLARKS CORN. (Lat: 42.128572,  Lng: -79.104581),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 509 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 713 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: MUD CREEK,  Facility Carried by Structure: POLAND CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $444,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $704,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332529,  Location: 1.9 MI S OF KENNEDY (Lat: 42.129986,  Lng: -79.106733),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 509 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 713 (year 2037),  Design Load: HL 93,  Features Intersected: CONEWANGO CREEK,  Facility Carried by Structure: COUNTY TOURING RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,314,000,  Roadway Improvement Cost: $769,000,  Total Project Cost: $2,083,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33253,  Location: 2.0MI SW OF CLARKS CORNER (Lat: 42.112972,  Lng: -79.132103),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 624 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 874 (year 2036),  Design Load: HS 20,  Features Intersected: CONEWANGO CREEK,  Facility Carried by Structure: HARTSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,767,000,  Roadway Improvement Cost: $1,035,000,  Total Project Cost: $2,802,000 ( 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: 332532,  Location: 1.6 MI W OF KENNEDY (Lat: 42.152778,  Lng: -79.129350),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 165 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 231 (year 2036),  Design Load: HS 20,  Features Intersected: DRY BROOK,  Facility Carried by Structure: PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $751,000,  Roadway Improvement Cost: $440,000,  Total Project Cost: $1,190,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332536,  Location: 2.1 MI NW OF KENNEDY (Lat: 42.167981,  Lng: -79.140939),  Route carried "on" structure: Other road ,  Year Built: 1940,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 229 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 321 (year 2036),  Features Intersected: DRY BROOK,  Facility Carried by Structure: SPRAGUE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.988,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 13.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $796,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $1,262,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332538,  Location: 1.6 MI W OF KENNEDY (Lat: 42.147025,  Lng: -79.129081),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 165 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 231 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: DRY BROOK,  Facility Carried by Structure: DRY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $824,000,  Roadway Improvement Cost: $483,000,  Total Project Cost: $1,307,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 336981,  Location: 0.9 MI SE OF CLARKS CORNR (Lat: 42.118578,  Lng: -79.083958),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 446 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 624 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MUD CREEK,  Facility Carried by Structure: COUNTY ROAD 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.910,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Poor,  Culverts: Very good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $435,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 336982,  Location: 1.0 MI SE OF CLARKS CORNR (Lat: 42.116778,  Lng: -79.082392),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 446 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 624 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MUD CREEK,  Facility Carried by Structure: COUNTY ROAD 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.151,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $435,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1062601,  Location: 3.4 MI E FALCONER INT (Lat: 42.136553,  Lng: -79.127200),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 83 (year 2016),  Truck Traffic: 5%,  Features Intersected: DRY BROOK ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 1062602,  Location: 3.4 MI E FALCONER INT (Lat: 42.136236,  Lng: -79.127028),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 83 (year 2016),  Truck Traffic: 5%,  Features Intersected: DRY BROOK ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 1062611,  Location: 1.1 MI W KENNEDY INT (Lat: 42.139606,  Lng: -79.113472),  Route carried "under" structure: State highway 394,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,820 (year 2002),  Features Intersected: RTE 394,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 9.236,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 1062612,  Location: 1.1 MI W KENNEDY INT (Lat: 42.139222,  Lng: -79.113775),  Route carried "under" structure: State highway 394,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,820 (year 2002),  Features Intersected: RTE 394,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 6.870,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 106264,  Location: JCT RTS 86I & 62 (Lat: 42.142828,  Lng: -79.092392),  Route carried "under" structure: Interstate 86,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 9,853 (year 1998),  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 62
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.815,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 106265,  Location: JCT RTE 86 & RTE 62 (Lat: 42.143297,  Lng: -79.092936),  Route carried "under" structure: Interstate 86,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 9,853 (year 1998),  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 62
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 9.815,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 1062661,  Location: 1.7 MI E KENNEDY INT (Lat: 42.152133,  Lng: -79.061994),  Route carried "under" structure: Other road ,  Year Built: 1968,  Structure Length: 0. m,  Features Intersected: GRUBB HILL ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 1062662,  Location: 1.7 MI E KENNEDY INT (Lat: 42.152003,  Lng: -79.061369),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Features Intersected: GRUBB HILL ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)