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

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Structure Number: 100236,  Location: IN SCHUYLER (Lat: 43.103328,  Lng: -75.161275),  Route carried "on" structure: State highway 5,  Year Built: 1941,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 7,423 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,066 (year 2027),  Design Load: HS 20,  Features Intersected: BUDLONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.717,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Serious,  Culverts: Fair,  Operating Rating: 75.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $461,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100237,  Location: IN WEST SCHUYLER (Lat: 43.094047,  Lng: -75.140619),  Route carried "on" structure: State highway 5,  Year Built: 1941,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,124 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,480 (year 2026),  Design Load: HS 20,  Features Intersected: KNAPP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.180,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Serious,  Culverts: Satisfactory,  Operating Rating: 75.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $340,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100238,  Location: JCT I90 & SH 5 (Lat: 43.084644,  Lng: -75.122467),  Route carried "on" structure: State highway 5,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 6,124 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,480 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.520,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $340,000 ( 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: 100239,  Location: 5.6 MI W JCT RTS 5 & 51 (Lat: 43.076258,  Lng: -75.112203),  Route carried "on" structure: State highway 5,  Year Built: 1929,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 6,124 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,480 (year 2026),  Design Load: HS 20,  Features Intersected: STERLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Critical Feature Inspection Date: July 2006,  Bridge Improvement Cost: $553,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $880,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10024,  Location: 3.5 MI W JCT SH 5 & CR 5 (Lat: 43.057250,  Lng: -75.080033),  Route carried "on" structure: State highway 5,  Year Built: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,124 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,480 (year 2026),  Design Load: HS 20,  Features Intersected: BRIDENBECKER CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 75.3 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  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 2006,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $360,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330812,  Location: 1.0 MI NE OF W SCHUYLER (Lat: 43.108622,  Lng: -75.139728),  Route carried "on" structure: County highway ,  Year Built: 1926,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 711 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 877 (year 2022),  Features Intersected: WOOD CREEK,  Facility Carried by Structure: COSBY MANOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $460,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330813,  Location: 3.4 MI E OF W SCHUYLER (Lat: 43.090825,  Lng: -75.086136),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 255 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 314 (year 2022),  Design Load: HS 25,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: SHORTLOTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $460,000 ( 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: 330814,  Location: 5 MILES N OF FRANKFORT (Lat: 43.097158,  Lng: -75.081786),  Route carried "on" structure: County highway ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 76 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 94 (year 2022),  Design Load: H 15,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: COUNTY ROAD 180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $435,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330815,  Location: 6 MI N OF FRANKFORT (Lat: 43.107489,  Lng: -75.072658),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 114 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 141 (year 2027),  Design Load: H 20,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: MOWERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.1 metric tons,  Inventory Rating: 22.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $435,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330816,  Location: 3.7 MI NE OF W SCHUYLER (Lat: 43.122508,  Lng: -75.086189),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 37 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 46 (year 2017),  Design Load: H 15,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: HAWTHORNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: Meets minimum limits,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $448,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 442305,  Location: E SCHY OVER BARGE C (Lat: 43.051294,  Lng: -75.076158),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 65 (year 1985),  Truck Traffic: 3%,  Average Future Daily Traffic: 81 (year 2005),  Design Load: H 15,  Features Intersected: ERIE BARGE CANAL,  Facility Carried by Structure: MOSS ROAD
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 13.1m (43.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2007,  Critical Feature Inspection Date: December 2007,  Underwater Inspection Date: October 2001,  Bridge Improvement Cost: $492,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $785,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 442306,  Location: 1.1MI.E-W.CL.HERKIMER CO. (Lat: 43.093431,  Lng: -75.155022),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 6,673 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,314 (year 2027),  Design Load: HS 20,  Features Intersected: N Y S BARGE CANAL,  Facility Carried by Structure: DYKE RD CO RD 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 31.6m (103.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $492,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $785,000 ( 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: 5516051,  Location: .3 MI E OF EAST SCHUYLER (Lat: 43.055344,  Lng: -75.067419),  Route carried "on" structure: Interstate 90,  Year Built: 2003,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 11,725 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,025 (year 2027),  Design Load: HS 25,  Features Intersected: WATKINS RD CR 211
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.050,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,275,000,  Roadway Improvement Cost: $758,000,  Total Project Cost: $2,033,000 ( Estimate for 2007),  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: 5516052,  Location: .3 MI E OF EAST SCHUYLER (Lat: 43.054956,  Lng: -75.067653),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 11,725 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,025 (year 2027),  Design Load: HS 25,  Features Intersected: WATKINS RD CR 211
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.992,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 77.1 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,275,000,  Roadway Improvement Cost: $758,000,  Total Project Cost: $2,033,000 ( Estimate for 2007),  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: 551606,  Location: 7.4 MI E I-90 INT 31 (Lat: 43.061844,  Lng: -75.077797),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,050 (year 2027),  Design Load: HS 25,  Features Intersected: BRIDENBAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.651,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 69.5m (228.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.9 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $651,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5516071,  Location: 7.4 MI E RTE I-90 INT 31 (Lat: 43.062464,  Lng: -75.078347),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,725 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,025 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILLERS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.846,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $623,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5516072,  Location: 7.4 MI E RTE I-90 INT 31 (Lat: 43.062239,  Lng: -75.078858),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,725 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,025 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILLERS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.798,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $623,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551608,  Location: 1.8 MI NE OF E. SCHUYLER (Lat: 43.072814,  Lng: -75.097525),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 359 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 445 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: CARDER LANE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.68m (28.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,756,000,  Roadway Improvement Cost: $1,044,000,  Total Project Cost: $2,800,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5516091,  Location: 2.5 MI NE OF E. SCHUYLER (Lat: 43.079058,  Lng: -75.108889),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 11,725 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,025 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: STERLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.788,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $937,000,  Roadway Improvement Cost: $558,000,  Total Project Cost: $1,495,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5516092,  Location: 2.5 MI NE OF E. SCHUYLER (Lat: 43.078814,  Lng: -75.109425),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 11,725 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,025 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: STERLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.423,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $937,000,  Roadway Improvement Cost: $558,000,  Total Project Cost: $1,495,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55161,  Location: 4.3 MI E RTE I-90 INT 31 (Lat: 43.087106,  Lng: -75.128633),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,050 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BURCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.018,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 41.3m (135.5ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 75.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  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 2007,  Bridge Improvement Cost: $666,000,  Roadway Improvement Cost: $396,000,  Total Project Cost: $1,062,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551611,  Location: 0.6 MI SW OF W. SCHUYLER (Lat: 43.092606,  Lng: -75.141286),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,050 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: KNAPP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.215,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 41.3m (135.5ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $633,000,  Roadway Improvement Cost: $376,000,  Total Project Cost: $1,009,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551612,  Location: 0.2 MI SE OF W. SCHUYLER (Lat: 43.095650,  Lng: -75.148297),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,050 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: WOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.215,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $533,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $850,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551613,  Location: 2.9 MI E RTE I-90 INT 31 (Lat: 43.097164,  Lng: -75.151958),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 6,673 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,314 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: DYKE RD (CR 37)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,412,000,  Roadway Improvement Cost: $840,000,  Total Project Cost: $2,252,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551614,  Location: 0.7 MI NW OF W. SCHUYLER (Lat: 43.102322,  Lng: -75.162839),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,050 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BUDLONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.604,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 41.7m (136.8ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 75.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,079,000,  Roadway Improvement Cost: $642,000,  Total Project Cost: $1,721,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100238,  Location: JCT I90 & SH 5 (Lat: 43.084644,  Lng: -75.122467),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 4.505,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 5516071,  Location: 7.4 MI E RTE I-90 INT 31 (Lat: 43.062464,  Lng: -75.078347),  Route carried "under" structure: County highway ,  Year Built: 1954,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 60 (year 2000),  Truck Traffic: 6%,  Features Intersected: MILLERS GROVE RD,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 5516072,  Location: 7.4 MI E RTE I-90 INT 31 (Lat: 43.062239,  Lng: -75.078858),  Route carried "under" structure: County highway ,  Year Built: 1954,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 60 (year 1979),  Truck Traffic: 6%,  Features Intersected: MILLERS GROVE RD,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 551608,  Location: 1.8 MI NE OF E. SCHUYLER (Lat: 43.072814,  Lng: -75.097525),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Features Intersected: RTE I90,  Facility Carried by Structure: CARDER LANE RD.
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 6.935,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 551613,  Location: 2.9 MI E RTE I-90 INT 31 (Lat: 43.097164,  Lng: -75.151958),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 23,450 (year 2007),  Truck Traffic: 21%,  Features Intersected: RTE I90,  Facility Carried by Structure: DYKE RD (CR 37)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)