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

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Structure Number: 103209,  Location: 2.0 MI N RTS I-81 + 178 (Lat: 43.840756,  Lng: -76.025047),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 251 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 301 (year 2018),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: MICHAEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $864,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $1,378,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10321,  Location: 4 MI S JCT I81 & SH 232 (Lat: 43.868614,  Lng: -76.015358),  Route carried "on" structure: State highway 177,  Year Built: 1959,  Status: Open,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 3,080 (year 1990),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,620 (year 2010),  Design Load: HS 20,  Features Intersected: RTE I81, RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.2m (72.8ft),  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: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.93m (32.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,899,000,  Roadway Improvement Cost: $1,123,000,  Total Project Cost: $3,022,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103211,  Location: .2 MI SE EXIT 43 OF I81 (Lat: 43.885444,  Lng: -75.995861),  Route carried "on" structure: Ramp State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 562 (year 2000),  Truck Traffic: 11%,  Average Future Daily Traffic: 661 (year 2020),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: RTE 971P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  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: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: October 2006,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $633,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103212,  Location: 2.3 MI S JCT RTS I81& 232 (Lat: 43.887333,  Lng: -75.999167),  Route carried "on" structure: Ramp Other road 971P,  Year Built: 1998,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 797 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,063 (year 2026),  Design Load: HS 25,  Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.449,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $633,000 ( Estimate for 2007),  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: 106206,  Location: 2.0 MI N JCT I-81 + 178 (Lat: 43.840439,  Lng: -76.024158),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 251 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 301 (year 2018),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: MICHAEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221996,  Location: 1 MI E OF ADAMS VILLAGE (Lat: 43.809047,  Lng: -75.996344),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 164 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 197 (year 2021),  Design Load: HS 25,  Features Intersected: MIKEN BROOK,  Facility Carried by Structure: LAWRENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.9 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $204,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333863,  Location: 5.0 MI NW OF ADAMS CENTER (Lat: 43.879792,  Lng: -76.085603),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 345 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 460 (year 2019),  Design Load: HS 25,  Features Intersected: STONY CREEK,  Facility Carried by Structure: COUNTY ROAD 63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 333864,  Location: 4.5 MI W OF ADAMS CENTER (Lat: 43.881206,  Lng: -76.081756),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 37 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 44 (year 2023),  Features Intersected: STONY CREEK,  Facility Carried by Structure: OVERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $80,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333865,  Location: 3.0 MI NW OF ADAMS CENTER (Lat: 43.881586,  Lng: -76.064086),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 1,173 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,565 (year 2021),  Features Intersected: STONY CREEK,  Facility Carried by Structure: SOUTH HARBOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 75.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $388,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333866,  Location: 2 MILES WEST OF ADAMS (Lat: 43.812947,  Lng: -76.074778),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 1 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 1 (year 2025),  Design Load: HS 25,  Features Intersected: SANDY CREEK,  Facility Carried by Structure: LIBERTY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.78m (9.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $388,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 333867,  Location: 0.2 MI.N.OF ADAMS (Lat: 43.807142,  Lng: -76.019586),  Route carried "on" structure: City street ,  Year Built: 1942,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 543 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 652 (year 2020),  Features Intersected: SANDY CREEK,  Facility Carried by Structure: SOUTH PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Bridge Improvement Cost: $874,000,  Roadway Improvement Cost: $520,000,  Total Project Cost: $1,394,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333868,  Location: 1 MILE NORTH OF ADAMS (Lat: 43.815811,  Lng: -75.995064),  Route carried "on" structure: County highway ,  Year Built: 1941,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 666 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 889 (year 2020),  Features Intersected: SANDY CREEK,  Facility Carried by Structure: LOWVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Underwater Inspection Date: August 2004,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $826,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 103209,  Location: 2.0 MI N RTS I-81 + 178 (Lat: 43.840756,  Lng: -76.025047),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 19,130 (year 2005),  Truck Traffic: 31%,  Features Intersected: RTE I81,  Facility Carried by Structure: MICHAEL ROAD
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 19.598,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 10321,  Location: 4 MI S JCT I81 & SH 232 (Lat: 43.868614,  Lng: -76.015358),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 9,565 (year 2005),  Truck Traffic: 31%,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: RTE 177
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.228,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 103212,  Location: 2.3 MI S JCT RTS I81& 232 (Lat: 43.887333,  Lng: -75.999167),  Route carried "under" structure: Interstate 81,  Year Built: 1998,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 17,234 (year 2007),  Truck Traffic: 31%,  Features Intersected: RTE I81,  Facility Carried by Structure: RTE 971P
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 25.293,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 106206,  Location: 2.0 MI N JCT I-81 + 178 (Lat: 43.840439,  Lng: -76.024158),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 19,130 (year 2005),  Truck Traffic: 31%,  Features Intersected: RTE I81,  Facility Carried by Structure: MICHAEL ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 19.582,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)