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

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Structure Number: 1053691,  Location: JCT OF RTS I-690 SB + 31 (Lat: 43.151286,  Lng: -76.357075),  Route carried "on" structure: State highway 690,  Year Built: 1969,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 7,970 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,382 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.967,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,167,000,  Roadway Improvement Cost: $683,000,  Total Project Cost: $1,850,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1053692,  Location: JCT OF RTS I-690 NB + 31 (Lat: 43.151300,  Lng: -76.356789),  Route carried "on" structure: State highway 690,  Year Built: 1969,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 7,970 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,382 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.967,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,167,000,  Roadway Improvement Cost: $683,000,  Total Project Cost: $1,850,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1053711,  Location: JCT OF RTS 690 SB + 370 (Lat: 43.163072,  Lng: -76.363667),  Route carried "on" structure: State highway 690,  Year Built: 1969,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,218 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,706 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 370
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.064,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: 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: May 2021,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $711,000,  Total Project Cost: $1,926,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1053712,  Location: JCT OF RTS 690 NB + 370 (Lat: 43.163108,  Lng: -76.363397),  Route carried "on" structure: State highway 690,  Year Built: 1969,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,218 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,706 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 370
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.064,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.9 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: 38.2 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,  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: May 2021,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $711,000,  Total Project Cost: $1,926,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1061741,  Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113114,  Lng: -76.269989),  Route carried "on" structure: Interstate 690,  Year Built: 1971,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 11,439 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: HS 20,  Features Intersected: JOHN GLENN RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,116,000,  Roadway Improvement Cost: $654,000,  Total Project Cost: $1,770,000 ( 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: 1061742,  Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113303,  Lng: -76.270058),  Route carried "on" structure: Interstate 690,  Year Built: 1971,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 15,408 (year 2002),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: JOHN GLENN RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,417,000,  Roadway Improvement Cost: $830,000,  Total Project Cost: $2,247,000 ( 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: 1061751,  Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111733,  Lng: -76.286133),  Route carried "on" structure: Interstate 690,  Year Built: 1971,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 11,439 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: HS 20,  Features Intersected: JONES RD - CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,227,000,  Roadway Improvement Cost: $718,000,  Total Project Cost: $1,945,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1061752,  Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111969,  Lng: -76.286111),  Route carried "on" structure: Interstate 690,  Year Built: 1971,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 15,408 (year 2002),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: JONES RD - CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,227,000,  Roadway Improvement Cost: $718,000,  Total Project Cost: $1,945,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 106179,  Location: .1 MI N JCT I690 & I90 (Lat: 43.112906,  Lng: -76.269900),  Route carried "on" structure: Ramp State highway 690,  Year Built: 1971,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,889 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,724 (year 2040),  Design Load: HS 20,  Features Intersected: JOHN GLENN RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.7 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: 36.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $816,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $1,294,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 106181,  Location: 3.5 MI NW JCT I690 & I90 (Lat: 43.128983,  Lng: -76.319319),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,520 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,490 (year 2040),  Design Load: HS 20,  Features Intersected: 690 690 33011034, RTE 69,  Facility Carried by Structure: VAN BUREN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 82.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,869,000,  Roadway Improvement Cost: $1,095,000,  Total Project Cost: $2,964,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106182,  Location: 4.5 MI NW JCT SH 690 & I9 (Lat: 43.137156,  Lng: -76.335006),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 1,639 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,027 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 690,  Facility Carried by Structure: CANTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.027,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,521,000,  Roadway Improvement Cost: $891,000,  Total Project Cost: $2,411,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107316,  Location: 1M W.RT48&690I OVER 690I (Lat: 43.112975,  Lng: -76.290447),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1987,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 1,771 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,554 (year 2040),  Design Load: HS 20,  Features Intersected: 690I690I33011016 WB, RTE,  Facility Carried by Structure: TOLL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 96.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,683,000,  Roadway Improvement Cost: $1,571,000,  Total Project Cost: $4,254,000 ( 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: 331296,  Location: 3 MI EAST BALDWINSVILLE (Lat: 43.150486,  Lng: -76.377319),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,776 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,486 (year 2036),  Design Load: HS 20,  Features Intersected: DEAD CREEK,  Facility Carried by Structure: CR272 W DEADCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.581,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $815,000 ( 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: 331322,  Location: .5 MI SE JCT SH 173 & I90 (Lat: 43.085136,  Lng: -76.329069),  Route carried "on" structure: State highway 173,  Year Built: 2001,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,502 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,099 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.891,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 59.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,182,000,  Roadway Improvement Cost: $692,000,  Total Project Cost: $1,874,000 ( 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: 336151,  Location: 4.5MI NE JORDAN NEAR RT31 (Lat: 43.096328,  Lng: -76.388461),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,391 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,944 (year 2040),  Features Intersected: DEAD CREEK,  Facility Carried by Structure: CR204 IONIA CRNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $327,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 337173,  Location: 2.1 Mi East Jacks Reef (Lat: 43.097639,  Lng: -76.387458),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Design Load: HS 20,  Features Intersected: Dead Creek,  Facility Carried by Structure: Elderberry Street
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4053701,  Location: 1.7 MI W SH 48 & CANAL (Lat: 43.161303,  Lng: -76.362744),  Route carried "on" structure: State highway 690,  Year Built: 1969,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 8,218 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,706 (year 2040),  Design Load: HS 20,  Features Intersected: ERIE CANAL/SEN RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.952,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.1 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: 24.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $2,755,000,  Roadway Improvement Cost: $1,613,000,  Total Project Cost: $4,368,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 4053702,  Location: 1.7 MI W SH 48 & CANAL (Lat: 43.161411,  Lng: -76.362517),  Route carried "on" structure: State highway 690,  Year Built: 1969,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 8,218 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,706 (year 2040),  Design Load: HS 20,  Features Intersected: ERIE CANAL/SEN RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.952,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.0 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: 18.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $2,755,000,  Roadway Improvement Cost: $1,613,000,  Total Project Cost: $4,368,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 503914,  Location: .3 MI NW OF WARNERS (Lat: 43.088444,  Lng: -76.337561),  Route carried "on" structure: County highway 173,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 2,579 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,190 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.071,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 5.2 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: 3.9 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.82m (35.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,459,000,  Roadway Improvement Cost: $1,440,000,  Total Project Cost: $3,899,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551024,  Location: .07M WST OF EXIT 39 TOLL (Lat: 43.106919,  Lng: -76.288981),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 4,557 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,535 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: VAN BUREN RD CR 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.6 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.13m (26.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,425,000,  Roadway Improvement Cost: $1,420,000,  Total Project Cost: $3,845,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 551025,  Location: 3.5MI W INT 39 ON I90 (Lat: 43.089342,  Lng: -76.329522),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,801 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,228 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CANTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Serious,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,938,000,  Roadway Improvement Cost: $1,135,000,  Total Project Cost: $3,073,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551026,  Location: 0.5 MI N OF MEMPHIS (Lat: 43.089475,  Lng: -76.377819),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 715 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,001 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: BENNETTS COR RD C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum 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: 7.65m (25.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,525,000,  Roadway Improvement Cost: $893,000,  Total Project Cost: $2,418,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552334,  Location: OVER 90I AT INTRCH.39 (Lat: 43.107267,  Lng: -76.286900),  Route carried "on" structure: Ramp Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,448 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,416 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I90, 90IX EB,  Facility Carried by Structure: EXIT 39 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,536,000,  Roadway Improvement Cost: $1,485,000,  Total Project Cost: $4,021,000 ( 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: 552335,  Location: 1M W.RT48&690I ON JONS RD (Lat: 43.109039,  Lng: -76.288308),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1987,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 4,448 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,416 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JONES RD CR 28,  Facility Carried by Structure: EXIT 39 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,950,000,  Roadway Improvement Cost: $1,728,000,  Total Project Cost: $4,678,000 ( 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: 1053691,  Location: JCT OF RTS I-690 SB + 31 (Lat: 43.151286,  Lng: -76.357075),  Route carried "under" structure: State highway 31,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,320 (year 2000),  Features Intersected: RTE 31,  Facility Carried by Structure: RTE 690
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 18.697,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1053692,  Location: JCT OF RTS I-690 NB + 31 (Lat: 43.151300,  Lng: -76.356789),  Route carried "under" structure: State highway 31,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 17,133 (year 2000),  Features Intersected: RTE 31,  Facility Carried by Structure: RTE 690
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 26.066,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1053711,  Location: JCT OF RTS 690 SB + 370 (Lat: 43.163072,  Lng: -76.363667),  Route carried "under" structure: State highway 370,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,632 (year 2002),  Features Intersected: RTE 370,  Facility Carried by Structure: RTE 690
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.461,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 1053712,  Location: JCT OF RTS 690 NB + 370 (Lat: 43.163108,  Lng: -76.363397),  Route carried "under" structure: State highway 370,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,632 (year 2002),  Features Intersected: RTE 370,  Facility Carried by Structure: RTE 690
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.461,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 1061741,  Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113114,  Lng: -76.269989),  Route carried "under" structure: Ramp Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,750 (year 1975),  Features Intersected: JOHN GLENN RAMP F,  Facility Carried by Structure: RTE I690
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 1061742,  Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113303,  Lng: -76.270058),  Route carried "under" structure: Ramp Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,750 (year 1975),  Features Intersected: JOHN GLENN RAMP F,  Facility Carried by Structure: RTE I690
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 1061751,  Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111733,  Lng: -76.286133),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 1971),  Features Intersected: JONES RD - CR 28,  Facility Carried by Structure: RTE I690
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1061752,  Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111969,  Lng: -76.286111),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 1971),  Features Intersected: JONES RD - CR 28,  Facility Carried by Structure: RTE I690
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 106179,  Location: .1 MI N JCT I690 & I90 (Lat: 43.112906,  Lng: -76.269900),  Route carried "under" structure: Ramp County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,750 (year 1975),  Features Intersected: JOHN GLENN RAMP F,  Facility Carried by Structure: RTE 690
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 106181,  Location: 3.5 MI NW JCT I690 & I90 (Lat: 43.128983,  Lng: -76.319319),  Route carried "under" structure: State highway 690,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,783 (year 2002),  Features Intersected: 690 690 33011034, RTE 69,  Facility Carried by Structure: VAN BUREN RD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 4.747,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 106182,  Location: 4.5 MI NW JCT SH 690 & I9 (Lat: 43.137156,  Lng: -76.335006),  Route carried "under" structure: State highway 690,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,783 (year 2002),  Features Intersected: RTE 690,  Facility Carried by Structure: CANTON ST
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 6.356,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 107316,  Location: 1M W.RT48&690I OVER 690I (Lat: 43.112975,  Lng: -76.290447),  Route carried "under" structure: Interstate 690,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 30,618 (year 2002),  Features Intersected: 690I690I33011016 WB, RTE,  Facility Carried by Structure: TOLL ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 503914,  Location: .3 MI NW OF WARNERS (Lat: 43.088444,  Lng: -76.337561),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 34,767 (year 2015),  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: RTE 173
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 470.616,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 551024,  Location: .07M WST OF EXIT 39 TOLL (Lat: 43.106919,  Lng: -76.288981),  Route carried "under" structure: Interstate 90,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 31,677 (year 1999),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: VAN BUREN RD CR 19
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 466.015,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 551025,  Location: 3.5MI W INT 39 ON I90 (Lat: 43.089342,  Lng: -76.329522),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 7,450 (year 1975),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CANTON STREET
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 469.925,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 551026,  Location: 0.5 MI N OF MEMPHIS (Lat: 43.089475,  Lng: -76.377819),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 9,040 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: BENNETTS COR RD C
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 473.883,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 552334,  Location: OVER 90I AT INTRCH.39 (Lat: 43.107267,  Lng: -76.286900),  Route carried "under" structure: Interstate ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2021),  Features Intersected: RTE I90, 90IX EB,  Facility Carried by Structure: EXIT 39 RAMP
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 465.854,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 552334,  Location: OVER 90I AT INTRCH.39 (Lat: 43.107267,  Lng: -76.286900),  Route carried "under" structure: Interstate 90,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 7,450 (year 1975),  Features Intersected: RTE I90, 90IX EB,  Facility Carried by Structure: EXIT 39 RAMP
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 465.854,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 552335,  Location: 1M W.RT48&690I ON JONS RD (Lat: 43.109039,  Lng: -76.288308),  Route carried "under" structure: County highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 1971),  Features Intersected: JONES RD CR 28,  Facility Carried by Structure: EXIT 39 RAMP
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)