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: -76.116089),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 24,876 (year 2014),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.190,  Lanes on structure: 3,  Lanes under structure: 5,  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-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2020,  Bridge Improvement Cost: $1,520,000,  Roadway Improvement Cost: $890,000,  Total Project Cost: $2,410,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1021962,  Location: JCT OF RTS I-81 NB + 31 (Lat: 43.175608,  Lng: -76.115803),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 17,676 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,497 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.206,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2020,  Bridge Improvement Cost: $1,520,000,  Roadway Improvement Cost: $890,000,  Total Project Cost: $2,410,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102197,  Location: 0.1 MI E JCT RTS 31 & 298 (Lat: 43.155017,  Lng: -75.971219),  Route carried "on" structure: State highway 31,  Year Built: 1999,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 13,168 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,996 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.497,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: September 2021,  Bridge Improvement Cost: $3,273,000,  Roadway Improvement Cost: $1,917,000,  Total Project Cost: $5,190,000 ( Estimate for 2021),  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: 43.123833,  Lng: -76.124078),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 13,191 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,252 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I33033041 NB, RTE,  Facility Carried by Structure: TAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: August 2020,  Bridge Improvement Cost: $4,586,000,  Roadway Improvement Cost: $2,685,000,  Total Project Cost: $7,271,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031711,  Location: JCT OF RTS 481 SB & I-81 (Lat: 43.141411,  Lng: -76.112500),  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: 13%,  Design Load: HS 20,  Features Intersected: 81I 81I33033056NB, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.328,  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-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2020,  Bridge Improvement Cost: $2,577,000,  Roadway Improvement Cost: $1,509,000,  Total Project Cost: $4,086,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1031712,  Location: JCT OF RTS 481 NB & I-81 (Lat: 43.141600,  Lng: -76.112289),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 12,957 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,690 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I33033056NB, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.328,  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-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2020,  Bridge Improvement Cost: $2,676,000,  Roadway Improvement Cost: $1,567,000,  Total Project Cost: $4,242,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103172,  Location: .6 MI N JCT I81 & SH 481 (Lat: 43.149558,  Lng: -76.110239),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 9,657 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,731 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I33033062NB, RTE I,  Facility Carried by Structure: SOUTH BAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.165,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 8.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: 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: November 2020,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $1,231,000,  Total Project Cost: $3,332,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 103173,  Location: 3 MI N JCT I81 & SH 31 (Lat: 43.217058,  Lng: -76.129889),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 2,061 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,885 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: 81I 81I33033110 NB, RTE,  Facility Carried by Structure: MUD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: 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: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,744,000,  Roadway Improvement Cost: $1,021,000,  Total Project Cost: $2,765,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103174,  Location: EXIT 31 OF I81 (Lat: 43.231775,  Lng: -76.128842),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 5,895 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,161 (year 2040),  Design Load: HL 93,  Features Intersected: 81I 81I33033120NB, RTE I,  Facility Carried by Structure: BARTELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,467,000,  Roadway Improvement Cost: $2,030,000,  Total Project Cost: $5,497,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 104522,  Location: 2.3 MI SW JCT RTS 298 &31 (Lat: 43.129011,  Lng: -75.992050),  Route carried "on" structure: State highway 298,  Year Built: 1993,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 8,121 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,171 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TAYLOR COMMISSION DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.453,  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: Very good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: July 2021,  Bridge Improvement Cost: $404,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $641,000 ( Estimate for 2021),  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: 43.147731,  Lng: -76.126031),  Route carried "on" structure: State highway 481,  Year Built: 1972,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 18,122 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,608 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,279,000,  Roadway Improvement Cost: $749,000,  Total Project Cost: $2,027,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1061702,  Location: JCT OF SH 481 NB & US 11 (Lat: 43.147942,  Lng: -76.125969),  Route carried "on" structure: State highway 481,  Year Built: 1972,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 18,122 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,608 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  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-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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 2020,  Bridge Improvement Cost: $1,805,000,  Roadway Improvement Cost: $1,057,000,  Total Project Cost: $2,862,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1072591,  Location: 1.5 MI E JCT I81 & I481 (Lat: 43.136311,  Lng: -76.082856),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 16,353 (year 2015),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: Northern Blvd CR82, NORT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.866,  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-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: May 2020,  Bridge Improvement Cost: $2,132,000,  Roadway Improvement Cost: $1,248,000,  Total Project Cost: $3,380,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072592,  Location: 1.5 MI E JCT I81 & I481 (Lat: 43.136533,  Lng: -76.082689),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 12,957 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,690 (year 2040),  Design Load: HS 20,  Features Intersected: NORTHRN BLVD CR82, NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.850,  Lanes on structure: 2,  Lanes under structure: 6,  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-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,132,000,  Roadway Improvement Cost: $1,248,000,  Total Project Cost: $3,380,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072781,  Location: 1 MI E.INTERSEC.81I&481I (Lat: 43.138089,  Lng: -76.090792),  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: 13%,  Design Load: HS 20,  Features Intersected: TOTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.558,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2020,  Bridge Improvement Cost: $1,149,000,  Roadway Improvement Cost: $673,000,  Total Project Cost: $1,822,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072782,  Location: 1 MI E.INTERSEC.81I&481I (Lat: 43.138344,  Lng: -76.090814),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,957 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,690 (year 2040),  Design Load: HS 20,  Features Intersected: TOTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.558,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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 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 2020,  Bridge Improvement Cost: $1,122,000,  Roadway Improvement Cost: $657,000,  Total Project Cost: $1,780,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072791,  Location: 0.6MI.E.INTERSEC.81I&481I (Lat: 43.139753,  Lng: -76.100203),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 15,976 (year 2007),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: THOMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.347,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 2020,  Bridge Improvement Cost: $1,192,000,  Roadway Improvement Cost: $698,000,  Total Project Cost: $1,890,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072792,  Location: 0.6MI.E.INTERSEC.81I&481I (Lat: 43.140006,  Lng: -76.100211),  Route carried "on" structure: Interstate 481,  Year Built: 1986,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 12,957 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,690 (year 2040),  Design Load: HS 20,  Features Intersected: THOMPSON RD CR10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.347,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,225,000,  Roadway Improvement Cost: $718,000,  Total Project Cost: $1,943,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22684,  Location: 0.25 MI E JCT SH481 & US (Lat: 43.148419,  Lng: -76.121828),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,695 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,133 (year 2040),  Features Intersected: Darlene's Brook, Darlene,  Facility Carried by Structure: EAST CIRCLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  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: 73.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $404,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $640,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22709,  Location: At Lower South Bay (Lat: 43.200656,  Lng: -76.080964),  Route carried "on" structure: ServiceOther road ,  Year Built: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 841 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,177 (year 2040),  Features Intersected: Volmer Creek,  Facility Carried by Structure: Beach Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $664,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 320796,  Location: 1.7MI NW JCT298<31 TUTTLE (Lat: 43.173806,  Lng: -75.993106),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 343 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 480 (year 2039),  Features Intersected: TUTTLE BROOK,  Facility Carried by Structure: TUTTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  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: 11.0m (36.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $308,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $489,000 ( Estimate for 2021),  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: 43.175431,  Lng: -76.009056),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,509 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,867 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MAPLE CREEK,  Facility Carried by Structure: LAKESHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  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 2020,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $633,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 400854,  Location: JCT RTE 11 + ONEIDA LAKE (Lat: 43.239994,  Lng: -76.140644),  Route carried "on" structure: US 11,  Year Built: 1932,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 5,430 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,718 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ONEIDA RIVER
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $12,380,000,  Roadway Improvement Cost: $7,250,000,  Total Project Cost: $19,630,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1021961,  Location: JCT OF RTS I-81 SB + 31 (Lat: 43.175597,  Lng: -76.116089),  Route carried "under" structure: State highway 31,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 6,584 (year 1999),  Features Intersected: RTE 31,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 41.560,  Lanes on structure: 3,  Lanes under structure: 5,  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: 43.175608,  Lng: -76.115803),  Route carried "under" structure: State highway 31,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 6,584 (year 1999),  Features Intersected: RTE 31,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 41.560,  Lanes on structure: 3,  Lanes under structure: 5,  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: 43.123833,  Lng: -76.124078),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 55,536 (year 2000),  Features Intersected: 81I 81I33033041 NB, RTE,  Facility Carried by Structure: TAFT ROAD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 6.693,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1031711,  Location: JCT OF RTS 481 SB & I-81 (Lat: 43.141411,  Lng: -76.112500),  Route carried "under" structure: Interstate 81,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 54,311 (year 2000),  Features Intersected: 81I 81I33033056NB, RTE I
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 8.946,  Lanes on structure: 3,  Lanes under structure: 4,  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: 43.141600,  Lng: -76.112289),  Route carried "under" structure: Interstate 81,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 54,311 (year 2000),  Features Intersected: 81I 81I33033056NB, RTE I
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 8.946,  Lanes on structure: 3,  Lanes under structure: 4,  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: 43.149558,  Lng: -76.110239),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 34,971 (year 1999),  Features Intersected: 81I 81I33033062NB, RTE I,  Facility Carried by Structure: SOUTH BAY RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 9.863,  Lanes on structure: 2,  Lanes under structure: 3,  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: 43.217058,  Lng: -76.129889),  Route carried "under" structure: Interstate 81,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 34,971 (year 1999),  Features Intersected: 81I 81I33033110 NB, RTE,  Facility Carried by Structure: MUD MILL ROAD
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 17.699,  Lanes on structure: 2,  Lanes under structure: 3,  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: 43.231775,  Lng: -76.128842),  Route carried "under" structure: Interstate 81,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 31,901 (year 2000),  Features Intersected: 81I 81I33033120NB, RTE I,  Facility Carried by Structure: BARTELL ROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 19.340,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 1061701,  Location: JCT OF SH 481 SB & US 11 (Lat: 43.147731,  Lng: -76.126031),  Route carried "under" structure: US 11,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 25,210 (year 2000),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 8.109,  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: 43.147942,  Lng: -76.125969),  Route carried "under" structure: US 11,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 25,210 (year 2000),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 8.109,  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: 43.136311,  Lng: -76.082856),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 3,820 (year 2019),  Truck Traffic: 4%,  Features Intersected: Northern Blvd CR82, NORT,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 4.264,  Lanes on structure: 2,  Lanes under structure: 2,  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: 43.136533,  Lng: -76.082689),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 3,820 (year 2019),  Truck Traffic: 4%,  Features Intersected: NORTHRN BLVD CR82, NORTH,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 4.232,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.2m (190.9ft)

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Structure Number: 1072781,  Location: 1 MI E.INTERSEC.81I&481I (Lat: 43.138089,  Lng: -76.090792),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Features Intersected: TOTMAN ROAD,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1072782,  Location: 1 MI E.INTERSEC.81I&481I (Lat: 43.138344,  Lng: -76.090814),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Features Intersected: TOTMAN ROAD,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 1072791,  Location: 0.6MI.E.INTERSEC.81I&481I (Lat: 43.139753,  Lng: -76.100203),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 921 (year 2009),  Truck Traffic: 4%,  Features Intersected: THOMPSON RD,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 1.689,  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: 43.140006,  Lng: -76.100211),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 921 (year 2009),  Truck Traffic: 4%,  Features Intersected: THOMPSON RD CR10,  Facility Carried by Structure: RTE I481
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)