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

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Structure Number: 1052129,  Location: 2.9MI E JCT RTS 104+47 (Lat: 43.213781,  Lng: -77.474989),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 9,462 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,494 (year 2040),  Design Load: HS 20,  Features Intersected: 104 104 43035251 WB, RTE,  Facility Carried by Structure: FIVE MILE LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.024,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.52m (24.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,463,000,  Roadway Improvement Cost: $2,614,000,  Total Project Cost: $7,077,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1068801,  Location: IN WEBSTER (Lat: 43.215942,  Lng: -77.430206),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 22,326 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,288 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.672,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,699,000,  Roadway Improvement Cost: $995,000,  Total Project Cost: $2,693,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1068802,  Location: IN WEBSTER (Lat: 43.215717,  Lng: -77.430214),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 22,326 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,288 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.672,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,681,000,  Roadway Improvement Cost: $984,000,  Total Project Cost: $2,665,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1068811,  Location: 1.0 MI EAST OF WEBSTER (Lat: 43.218369,  Lng: -77.419147),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 22,326 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,288 (year 2040),  Design Load: HS 20,  Features Intersected: PHILLIPS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.622,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,688,000,  Roadway Improvement Cost: $989,000,  Total Project Cost: $2,677,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1068812,  Location: 1.0 MI EAST OF WEBSTER (Lat: 43.218119,  Lng: -77.419150),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 22,326 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,288 (year 2040),  Design Load: HS 20,  Features Intersected: PHILLIPS ROAD-CR8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.622,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 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: Satisfactory,  Substructure: Fair,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,679,000,  Roadway Improvement Cost: $983,000,  Total Project Cost: $2,662,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1068821,  Location: JCT S H 104 & COUNTY RD 6 (Lat: 43.220139,  Lng: -77.400139),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 15,745 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,423 (year 2040),  Design Load: HS 20,  Features Intersected: SALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.182,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,722,000,  Roadway Improvement Cost: $1,009,000,  Total Project Cost: $2,731,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1068822,  Location: JCT S H 104 & COUNTY RD 6 (Lat: 43.219892,  Lng: -77.400111),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 15,745 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,423 (year 2040),  Design Load: HS 20,  Features Intersected: SALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.182,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,705,000,  Roadway Improvement Cost: $998,000,  Total Project Cost: $2,703,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1073451,  Location: 1.6MI W RTES 250 & 104 WB (Lat: 43.214269,  Lng: -77.461244),  Route carried "on" structure: State highway 104,  Year Built: 1986,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 26,086 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,210 (year 2040),  Design Load: HS 20,  Features Intersected: HARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.130,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.71m (15.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,660,000,  Roadway Improvement Cost: $972,000,  Total Project Cost: $2,632,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1073452,  Location: 1.6MI W RTES 250 & 104 EB (Lat: 43.214097,  Lng: -77.461242),  Route carried "on" structure: State highway 104,  Year Built: 1986,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 26,086 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,210 (year 2040),  Design Load: HS 20,  Features Intersected: HARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.130,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 4.71m (15.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,676,000,  Roadway Improvement Cost: $982,000,  Total Project Cost: $2,658,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1073461,  Location: 0.9MI W RTES 250 & 104 WB (Lat: 43.215650,  Lng: -77.446594),  Route carried "on" structure: State highway 104,  Year Built: 1986,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 26,086 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,210 (year 2040),  Design Load: HS 20,  Features Intersected: HOLT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.337,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,576,000,  Roadway Improvement Cost: $923,000,  Total Project Cost: $2,500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1073462,  Location: 0.9MI W RTES 250 & 104 EB (Lat: 43.215414,  Lng: -77.446586),  Route carried "on" structure: State highway 104,  Year Built: 1986,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 26,086 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,210 (year 2040),  Design Load: HS 20,  Features Intersected: HOLT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.337,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,576,000,  Roadway Improvement Cost: $923,000,  Total Project Cost: $2,500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10957,  Location: 0.9MI W JCT RTS 18 + 250 (Lat: 43.259656,  Lng: -77.450856),  Route carried "on" structure: Other road 941L,  Year Built: 1971,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,696 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,098 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK, SIDEWALK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 12.8m (42.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $374,000,  Total Project Cost: $1,012,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221122,  Location: 3.6 MI NE OF WEBSTER (Lat: 43.252953,  Lng: -77.386925),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 243 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 340 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: WOODARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $547,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 227181,  Location: 1 MI E OF 250-STATE RD IN (Lat: 43.204417,  Lng: -77.410686),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Design Load: HS 20,  Features Intersected: ARBOR CREEK,  Facility Carried by Structure: CREEK FIELD DRIVE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 331733,  Location: 4 MI NE OF WEBSTER (Lat: 43.260589,  Lng: -77.388175),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 564 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 790 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: BASKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.376,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $623,000,  Roadway Improvement Cost: $365,000,  Total Project Cost: $988,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 331734,  Location: 3.3 MI N.E. OF WEBSTER (Lat: 43.237533,  Lng: -77.375986),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,979 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,448 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: MON-WYN CO LNE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $571,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331735,  Location: 3.4 MI NE OF WEBSTER (Lat: 43.240808,  Lng: -77.377453),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,064 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,316 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: SCHLEGEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $479,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 33179,  Location: 3.8 MI NE OF WEBSTER (Lat: 43.264903,  Lng: -77.400872),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 697 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 862 (year 2040),  Features Intersected: FOURMILE CREEK,  Facility Carried by Structure: SALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.915,  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: 14.0m (45.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $835,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 336162,  Location: 4 MI N OF WEBSTER (Lat: 43.265703,  Lng: -77.418364),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,074 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,803 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.330,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  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: 15.6m (51.2ft)

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: Superior to present desirable 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: March 2021,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $502,000 ( Estimate for 2021)

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Structure Number: 33681,  Location: 2.9 MILES EAST OF WEBSTER (Lat: 43.225700,  Lng: -77.375347),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,979 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,448 (year 2040),  Design Load: HS 20,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: MONROE-WNE C.L.RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $695,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 336944,  Location: 2.5 MI NE OF WEBSTER (Lat: 43.251872,  Lng: -77.387969),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 564 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 790 (year 2036),  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: BASKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.395,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $348,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336945,  Location: 2.5 MI NE OF WEBSTER (Lat: 43.250819,  Lng: -77.387942),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 564 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 790 (year 2036),  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: BASKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.282,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $380,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3371,  Location: 0.2mi S of Salt Rd + Rt 1 (Lat: 43.217603,  Lng: -77.400000),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,120 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,790 (year 2040),  Design Load: HL 93,  Features Intersected: Four Mile Creek Trib.,  Facility Carried by Structure: CR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.670,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 79.5 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $342,000 ( Estimate for 2021)

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Structure Number: 1052129,  Location: 2.9MI E JCT RTS 104+47 (Lat: 43.213781,  Lng: -77.474989),  Route carried "under" structure: Interstate 104,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 1971),  Features Intersected: 104 104 43035251 WB, RTE,  Facility Carried by Structure: FIVE MILE LINE RD
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 8.431,  Lanes on structure: 5,  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: 1068801,  Location: IN WEBSTER (Lat: 43.215942,  Lng: -77.430206),  Route carried "under" structure: State highway 250,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 12,022 (year 2009),  Features Intersected: RTE 250,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 20.032,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 1068802,  Location: IN WEBSTER (Lat: 43.215717,  Lng: -77.430214),  Route carried "under" structure: State highway 250,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 12,022 (year 2009),  Features Intersected: RTE 250,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 20.032,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 1068811,  Location: 1.0 MI EAST OF WEBSTER (Lat: 43.218369,  Lng: -77.419147),  Route carried "under" structure: Bypass County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,023 (year 2019),  Truck Traffic: 3%,  Features Intersected: PHILLIPS ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 1068812,  Location: 1.0 MI EAST OF WEBSTER (Lat: 43.218119,  Lng: -77.419150),  Route carried "under" structure: Bypass County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,023 (year 2019),  Truck Traffic: 3%,  Features Intersected: PHILLIPS ROAD-CR8,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 1068821,  Location: JCT S H 104 & COUNTY RD 6 (Lat: 43.220139,  Lng: -77.400139),  Route carried "under" structure: Bypass County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,011 (year 2009),  Features Intersected: SALT ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 1068822,  Location: JCT S H 104 & COUNTY RD 6 (Lat: 43.219892,  Lng: -77.400111),  Route carried "under" structure: Bypass County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,011 (year 2009),  Features Intersected: SALT ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 1073451,  Location: 1.6MI W RTES 250 & 104 WB (Lat: 43.214269,  Lng: -77.461244),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Features Intersected: HARD ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.590,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 1073452,  Location: 1.6MI W RTES 250 & 104 EB (Lat: 43.214097,  Lng: -77.461242),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Features Intersected: HARD ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 1073461,  Location: 0.9MI W RTES 250 & 104 WB (Lat: 43.215650,  Lng: -77.446594),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 2%,  Features Intersected: HOLT ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 1073462,  Location: 0.9MI W RTES 250 & 104 EB (Lat: 43.215414,  Lng: -77.446586),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 2%,  Features Intersected: HOLT ROAD,  Facility Carried by Structure: RTE 104
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)