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

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Structure Number: 1021961,  Location: JCT OF RTS I-81 SB + 31 (Lat: 43.175597,  Lng: -76.116094),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 25,619 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 35,867 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.928,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $2,176,000,  Roadway Improvement Cost: $1,262,000,  Total Project Cost: $3,438,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1021962,  Location: JCT OF RTS I-81 NB + 31 (Lat: 43.175603,  Lng: -76.115761),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 25,619 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 35,867 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.928,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $2,176,000,  Roadway Improvement Cost: $1,262,000,  Total Project Cost: $3,438,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102197,  Location: 0.1 MI E JCT RTS 31 & 298 (Lat: 43.154914,  Lng: -75.971342),  Route carried "on" structure: State highway 31,  Year Built: 1999,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 11,983 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,776 (year 2026),  Design Load: HS 25,  Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.163,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,226,000,  Roadway Improvement Cost: $1,291,000,  Total Project Cost: $3,517,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103169,  Location: 1.6 MI NE JCT RTS I-81+11 (Lat: 43.123906,  Lng: -76.124208),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 16,939 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,715 (year 2025),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: TAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.84m (32.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,848,000,  Total Project Cost: $7,758,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031711,  Location: JCT OF RTS 481 SB & I-81 (Lat: 43.141467,  Lng: -76.112644),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 15,976 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,366 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.129,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,848,000,  Total Project Cost: $7,758,000 ( 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: 1031712,  Location: JCT OF RTS 481 NB & I-81 (Lat: 43.141586,  Lng: -76.112419),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 15,976 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,366 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.129,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,848,000,  Total Project Cost: $7,758,000 ( 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: 103172,  Location: .6 MI N JCT I81 & SH 481 (Lat: 43.149694,  Lng: -76.109997),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 12,628 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,679 (year 2021),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: SOUTH BAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.90m (32.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,848,000,  Total Project Cost: $7,758,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103173,  Location: 3 MI N JCT I81 & SH 31 (Lat: 43.217114,  Lng: -76.129675),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 1,585 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,219 (year 2022),  Design Load: HS 25,  Features Intersected: RTE I81,  Facility Carried by Structure: MUD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,848,000,  Total Project Cost: $7,758,000 ( 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: 103174,  Location: EXIT 31 OF I81 (Lat: 43.231750,  Lng: -76.128917),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 7,033 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,846 (year 2019),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: BARTELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $3,384,000,  Roadway Improvement Cost: $2,254,000,  Total Project Cost: $5,638,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104522,  Location: 2.3 MI SW JCT RTS 298 &31 (Lat: 43.129028,  Lng: -75.991956),  Route carried "on" structure: State highway 298,  Year Built: 1993,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 7,135 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,989 (year 2026),  Design Load: HS 25,  Features Intersected: TAYLOR COMM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.175,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Poor,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,947,000,  Roadway Improvement Cost: $1,158,000,  Total Project Cost: $3,105,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1061701,  Location: JCT OF SH 481 SB & US 11 (Lat: 43.147800,  Lng: -76.126061),  Route carried "on" structure: State highway 481,  Year Built: 1972,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 25,216 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,302 (year 2024),  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.891,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $533,000,  Total Project Cost: $1,429,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1061702,  Location: JCT OF SH 481 NB & US 11 (Lat: 43.147911,  Lng: -76.125878),  Route carried "on" structure: State highway 481,  Year Built: 1972,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 12,260 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,164 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.891,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $533,000,  Total Project Cost: $1,429,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1072591,  Location: 1.5 MI E JCT I81 & I481 (Lat: 43.136942,  Lng: -76.082986),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 31,952 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 44,733 (year 2027),  Design Load: HS 20,  Features Intersected: NORTHRN BLVD CR82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.141,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.2m (190.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,646,000,  Roadway Improvement Cost: $979,000,  Total Project Cost: $2,625,000 ( 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: 1072592,  Location: 1.5 MI E JCT I81 & I481 (Lat: 43.136781,  Lng: -76.082883),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 31,952 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 44,733 (year 2027),  Design Load: HS 20,  Features Intersected: NORTHRN BLVD CR82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.141,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.2m (190.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,646,000,  Roadway Improvement Cost: $979,000,  Total Project Cost: $2,625,000 ( 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: 1072781,  Location: 1 MI E.INTERSEC.81I&481I (Lat: 43.138364,  Lng: -76.090783),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 15,976 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,366 (year 2027),  Design Load: HS 20,  Features Intersected: TOTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.154,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  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: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,646,000,  Roadway Improvement Cost: $979,000,  Total Project Cost: $2,625,000 ( 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: 1072782,  Location: 1 MI E.INTERSEC.81I&481I (Lat: 43.138056,  Lng: -76.090767),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 15,976 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,366 (year 2027),  Design Load: HS 20,  Features Intersected: TOTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.154,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,646,000,  Roadway Improvement Cost: $979,000,  Total Project Cost: $2,625,000 ( 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: 1072791,  Location: 0.6MI.E.INTERSEC.81I&481I (Lat: 43.140553,  Lng: -76.101839),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 31,952 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 44,733 (year 2027),  Design Load: HS 20,  Features Intersected: THOMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.154,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,646,000,  Roadway Improvement Cost: $979,000,  Total Project Cost: $2,625,000 ( 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: 1072792,  Location: 0.6MI.E.INTERSEC.81I&481I (Lat: 43.140436,  Lng: -76.101761),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 31,952 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 44,733 (year 2027),  Design Load: HS 20,  Features Intersected: THOMPSON RD CR10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.154,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,646,000,  Roadway Improvement Cost: $979,000,  Total Project Cost: $2,625,000 ( 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: 22684,  Location: 0.25 MI E JCT SH481 & US (Lat: 43.148294,  Lng: -76.121656),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,285 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,199 (year 2023),  Features Intersected: DARLENE'S BROOK,  Facility Carried by Structure: EAST CIRCLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 73.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2006,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $616,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 320796,  Location: 1.7MI NW JCT298<31 TUTTLE (Lat: 43.173794,  Lng: -75.993028),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 566 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 792 (year 2020),  Features Intersected: TUTTLE BROOK,  Facility Carried by Structure: TUTTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $317,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33128,  Location: 1.7 MI E OF CICERO CENTER (Lat: 43.175403,  Lng: -76.009025),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,514 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,120 (year 2019),  Features Intersected: MAPLE CREEK,  Facility Carried by Structure: LAKESHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $187,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $298,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 400854,  Location: JCT RTE 11 + ONEIDA LAKE (Lat: 43.240314,  Lng: -76.140628),  Route carried "on" structure: US 11,  Year Built: 1932,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 11.82m (38.78ft),  Average Daily Traffic: 8,716 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,202 (year 2025),  Design Load: H 20,  Features Intersected: ONEIDA RIVER
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.264,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 63.0m (206.7ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 63.3m (207.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.82m (38.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $3,383,000,  Roadway Improvement Cost: $1,963,000,  Total Project Cost: $5,346,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1021961,  Location: JCT OF RTS I-81 SB + 31 (Lat: 43.175597,  Lng: -76.116094),  Route carried "under" structure: State highway 31,  Year Built: 1959,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 26,185 (year 2006),  Truck Traffic: 5%,  Features Intersected: RTE 31,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 41.786,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 1021962,  Location: JCT OF RTS I-81 NB + 31 (Lat: 43.175603,  Lng: -76.115761),  Route carried "under" structure: State highway 31,  Year Built: 1959,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 10,257 (year 2006),  Truck Traffic: 5%,  Features Intersected: RTE 31,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 41.818,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 103169,  Location: 1.6 MI NE JCT RTS I-81+11 (Lat: 43.123906,  Lng: -76.124208),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 58,151 (year 2006),  Truck Traffic: 20%,  Features Intersected: RTE I81,  Facility Carried by Structure: TAFT ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 6.661,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1031711,  Location: JCT OF RTS 481 SB & I-81 (Lat: 43.141467,  Lng: -76.112644),  Route carried "under" structure: Interstate 81,  Year Built: 1986,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 54,311 (year 2000),  Truck Traffic: 20%,  Features Intersected: RTE I81
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.893,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 1031712,  Location: JCT OF RTS 481 NB & I-81 (Lat: 43.141586,  Lng: -76.112419),  Route carried "under" structure: Interstate 81,  Year Built: 1986,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 54,311 (year 2000),  Truck Traffic: 20%,  Features Intersected: RTE I81
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 8.946,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 103172,  Location: .6 MI N JCT I81 & SH 481 (Lat: 43.149694,  Lng: -76.109997),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 51,238 (year 2007),  Truck Traffic: 20%,  Features Intersected: RTE I81,  Facility Carried by Structure: SOUTH BAY RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 9.928,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 103173,  Location: 3 MI N JCT I81 & SH 31 (Lat: 43.217114,  Lng: -76.129675),  Route carried "under" structure: Interstate 81,  Year Built: 1996,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 45,000 (year 2005),  Truck Traffic: 20%,  Features Intersected: RTE I81,  Facility Carried by Structure: MUD MILL ROAD
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 17.635,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 103174,  Location: EXIT 31 OF I81 (Lat: 43.231750,  Lng: -76.128917),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 45,000 (year 2005),  Truck Traffic: 20%,  Features Intersected: RTE I81,  Facility Carried by Structure: BARTELL ROAD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 19.244,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 1061701,  Location: JCT OF SH 481 SB & US 11 (Lat: 43.147800,  Lng: -76.126061),  Route carried "under" structure: US 11,  Year Built: 1972,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 13,291 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 7.932,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1061702,  Location: JCT OF SH 481 NB & US 11 (Lat: 43.147911,  Lng: -76.125878),  Route carried "under" structure: US 11,  Year Built: 1972,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 13,291 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 7.948,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1072591,  Location: 1.5 MI E JCT I81 & I481 (Lat: 43.136942,  Lng: -76.082986),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: NORTHRN BLVD CR82,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.2m (190.9ft)

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Structure Number: 1072592,  Location: 1.5 MI E JCT I81 & I481 (Lat: 43.136781,  Lng: -76.082883),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: NORTHRN BLVD CR82,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.2m (190.9ft)

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Structure Number: 1072791,  Location: 0.6MI.E.INTERSEC.81I&481I (Lat: 43.140553,  Lng: -76.101839),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 4%,  Features Intersected: THOMPSON RD,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1072792,  Location: 0.6MI.E.INTERSEC.81I&481I (Lat: 43.140436,  Lng: -76.101761),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 4%,  Features Intersected: THOMPSON RD CR10,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)