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

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Structure Number: 100835,  Location: 4.1 Mi N Jct Rt 11 & 90 (Lat: 42.545519,  Lng: -76.096214),  Route carried "on" structure: US 11,  Year Built: 2004,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,910 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,358 (year 2027),  Design Load: HS 20,  Features Intersected: Hoxie Gorge Creek
Minimum Vertical Clearance: 99.09m (325.10ft),  Kilometerpoint: 20.269,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: High priority of corrective action,  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: 0.92m (3.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $370,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100836,  Location: 0.5 MI S JCT RTS 11 + 41 (Lat: 42.585850,  Lng: -76.129267),  Route carried "on" structure: US 11,  Year Built: 1956,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 1,910 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,269 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TROUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.515,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.4 metric tons,  Inventory Rating: 32.6 metric tons,  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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $378,000,  Total Project Cost: $1,014,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100839,  Location: 1.3 MI N JCT US11 & SH222 (Lat: 42.617064,  Lng: -76.184503),  Route carried "on" structure: US 11,  Year Built: 1998,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 8,243 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,794 (year 2026),  Design Load: HS 25,  Features Intersected: NY SUSQUEHNNA & W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.862,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  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 2006,  Bridge Improvement Cost: $1,266,000,  Roadway Improvement Cost: $753,000,  Total Project Cost: $2,019,000 ( 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: 1024911,  Location: .1 MI NW OF EXIT 10 - I81 (Lat: 42.591217,  Lng: -76.132942),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 21,912 (year 2005),  Truck Traffic: 20%,  Average Future Daily Traffic: 31,615 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.701,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $2,766,000,  Roadway Improvement Cost: $1,605,000,  Total Project Cost: $4,371,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1024912,  Location: .1 MI NW OF EXIT 10 - I81 (Lat: 42.591100,  Lng: -76.131975),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 21,878 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 31,566 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.645,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 8.32m (27.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $2,577,000,  Roadway Improvement Cost: $1,495,000,  Total Project Cost: $4,072,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031331,  Location: 7.9 Mi N Jct Rts I-81 & 2 (Lat: 42.546781,  Lng: -76.094258),  Route carried "on" structure: Interstate 81,  Year Built: 2006,  Status: Open,  Structure Length: 19.94m (65.42ft),  Average Daily Traffic: 10,939 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,783 (year 2027),  Design Load: HS 25,  Features Intersected: Hoxie Gorge Rd, HOXIE GO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.577,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.94m (65.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,992,000,  Roadway Improvement Cost: $1,185,000,  Total Project Cost: $3,177,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1031332,  Location: 7.9 Mi N Jct Rts I81 & 22 (Lat: 42.546917,  Lng: -76.093906),  Route carried "on" structure: Interstate 81,  Year Built: 2007,  Status: Open,  Structure Length: 19.79m (64.93ft),  Average Daily Traffic: 10,939 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,783 (year 2027),  Design Load: HS 25,  Features Intersected: Hoxie Gorge Rd, HOXIE GO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.577,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.79m (64.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,992,000,  Roadway Improvement Cost: $1,185,000,  Total Project Cost: $3,177,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1031341,  Location: 8.3 MI N JCT RTS I-81+221 (Lat: 42.551397,  Lng: -76.098456),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 10,939 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,783 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SOUTH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.666,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $582,000,  Total Project Cost: $1,561,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031342,  Location: 8.3 MI N JCT RTS I-81+221 (Lat: 42.551753,  Lng: -76.098047),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 10,939 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,783 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SOUTH HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.666,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $586,000,  Total Project Cost: $1,572,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031351,  Location: 0.6 MI S JCT RTS I-81 +41 (Lat: 42.586522,  Lng: -76.127353),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 10,939 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,783 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RIDGE ROAD, TROUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.645,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,118,000,  Roadway Improvement Cost: $1,222,000,  Total Project Cost: $3,340,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031352,  Location: 0.6 MI S JCT RTS I-81 +41 (Lat: 42.586392,  Lng: -76.127839),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 10,939 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,783 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RIDGE ROAD, TROUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.642,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,731,000,  Roadway Improvement Cost: $1,024,000,  Total Project Cost: $2,755,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103136,  Location: 1.6 MI N JCT RTS I-81 +41 (Lat: 42.604014,  Lng: -76.157286),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 12.46m (40.88ft),  Average Daily Traffic: 1,052 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,321 (year 2020),  Design Load: HS 20,  Features Intersected: RTE 81I SB, RTE 81I NB,  Facility Carried by Structure: EAST RIVER ROAD
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: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.46m (40.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $3,327,000,  Roadway Improvement Cost: $2,177,000,  Total Project Cost: $5,504,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031371,  Location: JCT RTE 81I+TIOUGHNIOGA R (Lat: 42.606025,  Lng: -76.158067),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 12.40m (40.68ft),  Average Daily Traffic: 10,956 (year 2005),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,807 (year 2025),  Design Load: HS 20,  Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.683,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.40m (40.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,865,000,  Roadway Improvement Cost: $1,662,000,  Total Project Cost: $4,527,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031372,  Location: JCT RTE 81I+TIOUGHNIOGA R (Lat: 42.606636,  Lng: -76.158017),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 10,956 (year 2005),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,807 (year 2025),  Design Load: HS 20,  Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.22m (40.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,823,000,  Roadway Improvement Cost: $1,638,000,  Total Project Cost: $4,461,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103139,  Location: 1.9 MI N JCT I81 & SH 13 (Lat: 42.625244,  Lng: -76.177347),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 10.63m (34.88ft),  Average Daily Traffic: 4,889 (year 1997),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,054 (year 2017),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: RAMP TO HOMER
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: 12.8m (42.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.63m (34.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $3,015,000,  Roadway Improvement Cost: $1,749,000,  Total Project Cost: $4,764,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104441,  Location: 0.1 MI NE JCT RTS 281+222 (Lat: 42.599436,  Lng: -76.203531),  Route carried "on" structure: State highway 281,  Year Built: 1938,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 19,118 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,777 (year 2026),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.133,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,224,000,  Roadway Improvement Cost: $813,000,  Total Project Cost: $2,037,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109376,  Location: 3.6 MI N VIRGIL ON RTE 90 (Lat: 42.560650,  Lng: -76.190508),  Route carried "on" structure: State highway 90,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,805 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,082 (year 2019),  Design Load: HS 20,  Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.187,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $351,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220722,  Location: 3.5 MI S OF MCGRAW (Lat: 42.547061,  Lng: -76.093386),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 221 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 278 (year 2020),  Features Intersected: HOXIE GORGE,  Facility Carried by Structure: HOXIE GORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 73.5 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $261,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220723,  Location: 3.5 MI S OF MCGRAW (Lat: 42.547333,  Lng: -76.091622),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 57 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 72 (year 2022),  Features Intersected: HOXIE GORGE,  Facility Carried by Structure: HOXIE GORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 73.5 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $261,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331186,  Location: 1 MI NW JCT SH222 & SH281 (Lat: 42.604367,  Lng: -76.214931),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 2,032 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,710 (year 2021),  Features Intersected: BLUE CREEK,  Facility Carried by Structure: KINNEY GULF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.4 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $297,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331199,  Location: 1.4 MILES SE OF MCGRAW (Lat: 42.585247,  Lng: -76.070569),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 1,210 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,614 (year 2022),  Design Load: HS 25,  Features Intersected: SMITH BROOK,  Facility Carried by Structure: COUNTY ROAD 116
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Excellent,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.93m (3.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $357,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33123,  Location: 1.5 MI NW OF CORTLAND (Lat: 42.626578,  Lng: -76.147867),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 1,478 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,856 (year 2018),  Design Load: H 20,  Features Intersected: E B TIOUGHNIOGA R,  Facility Carried by Structure: LORING XING 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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.7 metric tons,  Inventory Rating: 15.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,233,000,  Roadway Improvement Cost: $1,479,000,  Total Project Cost: $3,712,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331252,  Location: 0.2 MI E OF BLODGETT MILL (Lat: 42.568097,  Lng: -76.120969),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,169 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,349 (year 2018),  Features Intersected: TIOUGHNIOGA RIVER,  Facility Carried by Structure: BLODGETT MLLS W R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,121,000,  Roadway Improvement Cost: $667,000,  Total Project Cost: $1,788,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 336774,  Location: 1.0 MI W OF CORTLAND (Lat: 42.613472,  Lng: -76.214153),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 292 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 337 (year 2018),  Features Intersected: BLUE CREEK,  Facility Carried by Structure: BLUE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 77.3 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336961,  Location: W VILLAGE LINE MCGRAW (Lat: 42.594175,  Lng: -76.102258),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 628 ,  Design Load: HS 25,  Features Intersected: TROUT BROOK,  Facility Carried by Structure: ELM STREET
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $220,000 ( 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: 1024911,  Location: .1 MI NW OF EXIT 10 - I81 (Lat: 42.591217,  Lng: -76.132942),  Route carried "under" structure: State highway 41,  Year Built: 1966,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 9,833 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE 41,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 35.527,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1024912,  Location: .1 MI NW OF EXIT 10 - I81 (Lat: 42.591100,  Lng: -76.131975),  Route carried "under" structure: State highway 41,  Year Built: 1966,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,833 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE 41,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 35.446,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 103136,  Location: 1.6 MI N JCT RTS I-81 +41 (Lat: 42.604014,  Lng: -76.157286),  Route carried "under" structure: Interstate ,  Year Built: 1966,  Structure Length: 12.46m (40.88ft),  Average Daily Traffic: 10,200 (year 1972),  Truck Traffic: 20%,  Features Intersected: RTE 81I SB, RTE 81I NB,  Facility Carried by Structure: EAST RIVER ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 186.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 103139,  Location: 1.9 MI N JCT I81 & SH 13 (Lat: 42.625244,  Lng: -76.177347),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 10.63m (34.88ft),  Average Daily Traffic: 23,465 (year 2005),  Truck Traffic: 20%,  Features Intersected: RTE I81,  Facility Carried by Structure: RAMP TO HOMER
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)